HomeMy WebLinkAbout35917 Saddle Palm WayGENERAL GON5TRUCTION NOTE5:
CHAPTERS AND SECTIONS REFER TO FBLP, - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE
TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTPERW15E NOTED.
OCCUPANCY AND CON5TRUCTION TYPE:
TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION.
EXTERIOR WALL ENVELOPE:
BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012A OF THE F.B.C.-BUILDIWs BY PROVIDING ALL DETAILS L15TED UNDERTWIS SECTION, INCLUDING BUT
NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15MAINTAINED.
CEILING CON5TRUCTION;
THE GARAGE $HALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH
HABITABLE ROOM$ 5PALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN �/b INCH (15.9 Tim) TYPE `X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 16 A
FLOOR-CEILIWG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
F.B.CR - 6TH EDITION (2011) R3910 AND TABLE R3Mb. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023b.
EXTERIOR FIN15PE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBLIZ - 6TW EDITION (2011) R103.1.1 AND ASTM C 063. ALL LATH AND LATH ATTACHMENTS SHALL BE
OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATP SHALL BE ATTACHED WITH 11/2 INCH 11 GALr_TE NAILS PAVING A 1/16 INCH HEAL), OR 1/8 INCH LONG l(o GAUGE 5TAPLE5
SPACED NO MORE THAN (o INCHES, OR AS OTHERW15E APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.ClZ - 6TW EDITION (2011) R103.12 AND A5TM C S26.
PER F.BL.R 6TH EDITION (2011) R103.12.1 WEEP $CREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 126. THE WEEP 5CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RES15TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER FB.CJZ 6TH EDITION (2011) R103.13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FBLIZ 6TW EDITION (2011)RIO3.15 OR IN
ACCORDANCE WITH ASTM C 526,
5TUCCO CONTROL JOINT5:
STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C ft3-06 (lJIAJ THRU 1JI.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAN 100
5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH-TO-WIDTP RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE
INSTALLED WHERE CEILING FRAMING OR FURRIWj CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE
CONSIDERED AS CONTROL JOINTS.
EGRE55:
EACH BEDROOM MUST PAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING
HEIC-44T OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR Rom.
FLA5PING:
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
2. APPROVED CORROSION- RE515TANT FLASHING 5WALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO
THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE
INSTALLED AT ALL REQUIRED LOCATIONS PER R103A.
WINDOW IN5TALLATION:
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW.
2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SPUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RE 5PONSIBLE FOR DETERMINING WHICH PROTECTIVE
METHOD 15 TO BE USED,
DWELLING / GARAGE OPENING5:
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN TPICKNE55, 60LID CORE (5C.) OR HONEYCOMB CORE STEEL DOORS
NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS.
FLOOD ZONE REQUIREMENT5;
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY.
A5PHALT 5HINGLE5 (IF APPLICABLE):
1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLE$ SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52to AND RW52fol
2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS
HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM 1) 226, TYPE I OR TYPE 11,ASTM D 4865, TYPE 11 OR
TYPE IV OR ASTM D 615115 REQUIRED IN ACCMANCE WITH SECTION RW5.11 FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 486% TYPE IV OR ASTM D 615115 IREQUIRED IN ACCORDANCE WITH SECTION RW5.1.1.
CLAY AND CONCRETE TILE (IF APPLICABLE):
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.BCR - 6TH EDITION (2on) Rw53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13
OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. REQUIRED UNDERLAYMENT PER F.Br_R - 6TH EDITION (2011) RW533 SWALL CONFM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR ASTM
D TO OR ASTM D 63M, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRIFLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE
INSTALLATION MANUAL, FIFTH EDITION WHERE THE vAm 15 DETERMINED IN ACCORDANCE WITH SECTION R3012,13 OR THE RECOMMENDATIONS OF RAS 118, 115 OR 120.
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN
THE ROOF OR RIDGE THAT 15 0-0" AWAY OR CLO5ER,
TUB AND 5HOWER AREA5:
CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATION$ SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND $POWER AREAS, AND WALL PANELS IN SHOWER AREAS.
TERMITE PROTECTION:
I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THIME55 OF 0.010 INCH, AND BE 5EALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUTS SHALL DISCHARGE AT LEAST I FOOT
(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH
EAVES OF LE55 THAN (o INCHES (152 mrn) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAG:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15PED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR
PERMIT.
2. MECHMICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRVION, OTHER APPLIANCES, OR ANY OTHER
PIPING ORDUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm)DEEP AND 30 INCHES
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 5PALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONIFORM TO THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY 13UILDING COMPONENT WILL OCCUR AS A RESULT
OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION$ M14113,
EXPAU5T FAN5 AND VENTING:
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE
VENT OR CRAWL SPACE,
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE
OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT $HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH
EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET
(1524 mm) FOR EACH W DEGREE (Ifo RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15
INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTP OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH
THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15
LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15
EQUIPPED WITH A REMOTELY LOCATED 5Oo5TER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH otrA STANDARD %0 IN FBC.
ATTENTION GENERAL CONTRACTOR / BUILDER:
1551JANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REA510NS OR CHANGES, NOT RELATED TO THE
CORRECTION OF ERRORS THAT AIRE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY
OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RE5PON51BLE.
REV. 12-31-2011
REVISION LOG
1/16/19
1.0
CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT
LOT 23 BLOCK 05 SILVERADO
35917 SADDLE PALM WAY
EPHYRHILLS, FL 335 1
LE N NARM
PLANS ON FILE LIMITATIONS
(THE FOLLOWING SHALL APPLY U.N.O.
0 PLANS ARE VALID FOR THE PULLING OF PERMITS FOR 12 MONTHS FROM THE DATE OF THE ENGINEER'S SEAL OR THE
EFFECTIVE DATE OF ANY NEW VERSION OF AN APPLICABLE CODE, WHICHEVER IS LESS.
0 THE PLANS MAY BE USED FOR THE PERMITTING OF NEW PROJECTS BEYOND THE 12 MONTH LIMITATION IF AN EXTENSION
LETTER SIGNED AND SEALED BY THE ENGINEER OF RECORD IS PROVIDED STATING THE SAME.
0 THESE PLANS ARE FOR USE ONLY IN AREAS WHERE THE APPLICABLE ULTIMATE WIND SPEED IS 150 MPH OR LESS, AND IN
2 85 LEFT AREAS WHERE THE EXPOSURE CATEGORY IS DETERMINED TO BE "C" OR "B". SPECIFICALLY, THESE PLANS ARE NOT FOR USE
IN EXPOSURE CATEGORY "D" AREAS AS DEFINED IN THE APPLICABLE VERSION OF THE FLORIDA BUILDING CODE,
SPECIFICALLY SECTION R301.2.1.4.2 AND R301.2.1.4.3 IN THE 2017, 6TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL
VOLUME.
0 THESE PLANS ARE ONLY FOR USE IN THE UNINCORPORATED PORTIONS OF HILLSBOROUGH COUNTY, FLORIDA.
082418
INDEX OF DRAWINGS
SHT. NO.
DESCRIPTION
CS
COVER SHEET
1
FLOOR PLANS
2
INTERIOR ELEVATIONS
3
EXTERIOR ELEVATIONS
4
ELECTRICAL PLANS
5
ROOF PLANS
6
FOUNDATION PLANS
7
ROOF FRAMING PLANS
8
LINTEL PLAN AND DETAILS
SN
STRUCTURAL NOTES
SN1
DETAILS
S3
DETAILS
S4
DETAILS
S5
DETAILS ; � -re
Va,
SS
RETROFIT DETAILS
WP
WATERPROOFING DETAIL
PA1.0
PRODUCT APPROVAL NUMBERS
PA1. 1
PRODUCT APPROVAL NUMBERS
PA1.2
PRODUCT APPROVAL NUMBERS
PA1.3
PRODUCT APPROVAL NUMBERS
DAVIS BEWS
DESIGN GROVP
00 SrATE SM= EAST
OLDSN"R, FLCRMA 34677
813. 925.1300 T7E:L-
813. 925.1800 FAX
WWWDAVIISBEWS.COM
TAA4PA 9 E:>E7srv7_R_
EST. 1994 c�_ -:- I
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREWJ. MEISHEID, P.E. #83217
1 HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUT TO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
Ll vurin" - I
c _i�� %JnALL OMPLY W17-H PREVAIL,t4n
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ABBREVIATIONS
AFF. ABOVE FINISH FLOOR EX5A EXISTIWs PKG. PARKIWj
ACC. ACCESS EXT, EXTERIOR FtK PARrITICN
A.P. ACCE55 PANEL FB� FACE BRICK PY. PAVE(DXNG) z
ADO. ADDENDUM FJO. FACE OF PVMT. PAVEMENT
ADW. ADWE51YE FA5. FASTENER) FED. PEDESTAL
E R4. FENCE PEpj. PERIMETER
ADJ. AD15TABL
AGG. AWREATE ra FIBER3LA55 PLAS. PLASTER ui
z g
A/C AIR CONDITIONWs FK FN15H PIAM. OR P.L. PLASTIC LAMINATE z
ALT ALTERNATE FF.L. FINISH FLOOR LINE PL. PLATE 2:
g
A.B. ANCHOR BOLT FE. FIFE EXTWAISHER F.VC. POLYVINYL O4LORDE
APPX APPROXIMATE F.P. FIREPLACE RE. PORCELAIN ENAMEL
ARCH. ARCHITECT R.G. FLASHIN63 PSP. POWs PER SWARE FOOT
AD, AIREA DRAIN FLIP FLOOWIWs) 0,
POUNDS PER $aA;E NCA 0
ASN. ASPHALT FD, FLOOR DRAIN PCL. OR PCLONC. PRECAST CCNCF4fTE
u,
AT. ASPHALT TILE FLUR FLUORESCENT PFB OR PREFAB. FREFABRICATE(D) u Z
AUTO. AUTOMATIC FT(s. FOOTIWj aT. Q14AW TILE 8 z z
AWK AWNwj PC. FOUNDATION RAD. RADIUS 0 zw
BSMT, BASEMENT FR FRAME(OxIwj) RLG. RAILWs
F.S. FULL 51ZE REF. REFERENCE
BM. BEAM
5% BEARING F.B.O. RM15WED BY OTHERS REFIR REFRrjERATOR 0 LL
u cl,
5M. BENC44 MAW RUR. RWEDXWi) FE, OR FEN. REINFOICEDXIN65) @
BYL. BEVELED GA. G44E RES RESILIENT
BIT. BITUMINOUS G.I. GALVANIZED IRON RA RETURN AIR Z Z
BLK. BLOCK c1c. 6ENERAL C04TRACT(OR) RVS. REVERSE (SIDE) Lu 1 8
BLKG BLOCKING GL, GLASS, GLAZWS REV. REASIONI($), REVISED z
BD BOARD GLB GLASS BLOCK ROM RIGHT OF WAY
B61, BOTH SIDES GD. GRADE, GRADW3 P, RISER LLJ
51. BOTH WAYS GB OR GYP5D. GYPSUM BOARD RD. ROOF DRAW Z 0-
BOT BOTTOM HID. HARD WA ROOFING V)
BIR BRICK HOW. HARDWAFE RM. ROOM 2:
BLDG BUILDIN16i HDR HEADER RO. ROUGH OFENIN6% 2: >
CAB.' CABINET I-IT61. HlEATI%j RBL. RUBBLE _j
CPT. OR C. CARPET HVAC. HlEATIMANENTILATWi/AIR WNDIIIONIWj SC14. SCHEDULE 0
u U) _j ^ Z
CSMT CASEMENT W.D. HEAVY DUTY sm. SEALANT I ir 0.
C.I. CAST IRON W0. OR WT. HEIGHT STOL SEATING Lu he
C , ip. CONIC. CA5T-N-PLACE CONCRETE H.C. HOLLOW CORE SEC. SECTION z
CB. CATCH BASIN Hm. HOLLOW METAL 614TWA 4EATWWs
CK CALKI ING) CAULKOWS) Hm. MONTAL 6HT. .41111
CLG. CEILIWs W.B HOSE BIBB 514. SHELF, 5WELVWj
CEM. CEMENT ID. INSIDE DIAMETER SIM. WILAR UJ 2�
u
CM. CENT"MR(5) INS. N&LAT(EDXICN) SKI., 5KYLW > OP!
CER CERAM�C INT. INTERIOR 5L. SLEEVE 1714 0.
C,T CERAM C TILE JT. JOINT S.C. SOLID CORE z6 Ln Ln z Lu
CHAM. C144IFER .15T. JOIST $PC. SPACER c:)
C�R CIRCLE KIT KITCHEN 5FKlz SPEAKER 00 0 du LL 2
C RIC. CIRCUMFERENCE K.O. KNOCKOJT 5PEC. SPECIFICATIONS < 00 F_ w1l lo: rl
CLR CLEAWANCE) LAK LAMINATED Sa SMARE z V, 41- 88 Lw, 8
CLS. CLOSURE LP� LAMINATED PLASTIC 55T. STAINLESS STEEL z c%j ILL
COL. COLUMN LAY LAVATORY STD. STANDARD LLJ U-) Lw- Be uz, 8
COMB. COMBINATION LT. LIGHT STL. STEEL u W
CONIC. CONCRETE LTL LINTEL STO. STORA6E 0
CM.U. CONCRETE MASONRY UNIT LL. L�VE LOAD sm STRUCTURAL �4-1 lu" oz
CX. CONNECTION LIV. L X SUS. SUSPENDED � w< 8
LVR LOUVER TEL. TELEPHONE c) Z
CCN5TP CONSTRUCTION (n
0 oz
CONT. CONTNUM M.14. MANHOLE TV. TELEV51ON N Z z < -
CONTR. C04TRACTOR MFIZ MANUFACTURIE(R) Twl TWICKINE55) T_q u.) <
Oil. COPROL OR CONSTRUCTION JOINT MAS. MA50NRY THIR OR THLD. THRESHOLD co Z z Z Ljj
CORR. CORRUGATED MD. MASONRY OFENIWj TVA TOZA AND C%VMD
_j
UR OCWTER MATL. MATERIAL TOO. TOP OF CZhCI;ETE 0
M. COURSE* MAX MAXIMUM IDF. TOP OF FOUNDATION r-1
OF. CUI FOOT MECH. MECHANICAL TP TREAD
Cy. CUBIC YARD M.C. OR MEDCAB. MEDICINE CABINET TYR. TYPiCAL SCALE AS NOTED
DP. DAIP'PROCFWa MMB. MEMBRANE LIC, UNDERCUT
DL. DEAD LOAD MT. OR MTL, METAL UNF. UNIFNISHIED DATE 1/16/2019
DER. DEPRESSED M. METER Y.B. VAPOR BARRIER
DET, OR DTL. DETAIL M. MILLIMETER VIERT. YEIRTICAL VERSION NO.
DIAM. OR 7 DIAMETER MIN. MINIMUM VK OR V. VINYL
DIM. DMENSION MIR MIRROR VT. ANTL TILE
Da 01514 WA%ER misc. MI5CELLA*OU5 W. WANSCOT
DR DOOR MOD MOD.II.AR aTl WALL TO WALL imo
DA DOUBLE ME). MOLDING, MOULDING WA WALL HUM
ELEC. ELECTRIC(A.) O.C. ON CENTER up. WIDE FLAWjE SHEET NO.
D6. DOWNSPOUT MT. MOLNT(EDXIWj) IUC. WATER CLOSET
E.P. ELECTIRCAL PANEL OA OVERALL awo. WITHOUT
D. DRAIN MULL, MILLION UP. WATER PROOFN6j
EL. ELEVATION OJW ' OR Ol-EAD. OVERHEAD WID, WOOD
D.T. DRAW TILE NL. NAILABLE WR WATER RESISTANT
Ea EZAL PINT. PANT(EV) W.I. WROUGHT IRON
DW DRAWER NCM. NOMINAL Wum. UELDED WIFE *614
EST. ESTIMATE ft� PANEL III WIDTH, WIDE
DXA DRAWwl N.I.C. NOT IN C04TRAV UK WINDOW
EXR EXHAUST PAR. PARALLEL I c S
EF. OR EAF. EACH FACE N.T.S. NOT TO SCALE
1 �
-In
TYPICAL MASONRY
WINDOW SCHEDULE
WINDOW
SIZE
BLK OPNG
BLK OPNG
MULLED PAIRS
SH 12
20 X 26
SH13
20 X 38 3/8
SH14
20 X 50 5/8
SH145
20 X 57
SH15
20 X 63
SH16
20 X 72
SH 1/232
27 1/2 X 26
SH 1/233
27 1/2 X 38 3/8
SH 1/234
27 1/2 X 50 5/8
SH 1/2
27 1/2 X 57
SH 1/235
27 1/2 X 63
SH 1/236
27 1/2 X 72
SH22
37 3/4 X 26
75 X 26
SH23
37 3/4 X 38 3/8
75 X 38 3/8
SH24
37 3/4 X 50 5/8
75 X 50 5/8
SH245
37 3/4 X 57
75 X 57
SH25
37 3/4 X 63
75 X 63
SH26
37 3/4 X 72
75 X 72
SH32
54 X 26
107 1/2 X 26
SH33
54 X 38 3/8
107 1/2 X 38 3/8
SH34
54 X 50 5/8
107 1/2 X 50 5/8
SH345
54 X 57
107 1/2 X 57
SH35
54 X 63
1 107 1/2 X 63
SH36
54 X 72
1 107 1/2 X 72
TYPICAL WOOD FRAMED
WINDOW SCHEDULE
WINDOW
SIZE
WOOD OPNG
WOOD OPNG
MULLED PAIRS
SH12
18 1/2 x 25 1/4
SH 13
18 1/2 x 37 3/4
SH14
18 1/2 x 50
SH145
18 1/2 x 56 1/4
SH15
18 1/2 x 62 1/4
SH 16
18 1/2 x 17 1/4
SH 1/232
25 3/4 X 25 1/4
SH 1/233
25 3/4 X 37 3/4
SH 1/234
25 3/4 X 50
SH 1/2
25 3/4 X 56 1/4
SH 1/2 35
25 3/4 X 62 1/4
SH 1/2 36
25 3/4 X 71 1/4
SH22
36 1/4 X 25 1/4
73 1/2 X 25 1/4
SH23
36 1/4 X 37 3/4
73 1/2 X 37 3/4
SH24
36 1/4 X 50
73 1/2 X 50
SH245
36 1/4 X 56 1/4
73 1/2 X 56 1/4
SH25
36 1/4 X 62 1/4
73 1/2 X 62 1/4
SH26
36 1/4 X 71 1/4
73 1/2 X 711/4
SH32
52 1/2X 25 1/4
105 3/4 X 25 1/4
SH33
52 1/2X 37 3/4
105 3/4 X 37 3/4
SH34
52 1/2 X 50
105 3/4 X 50
SH345
52 1/2 X 56 1/4
105 3/4 X 56 1/4
SH35
52 1/2 X 62 1/4
105 3/4 X 62 1/4
SH36
52 1/2 X 71 1/4
105 3/4 X 71 1/4
TYPICAL SLIDING
GLASS DOOR SCHEDULE
SLIDING
GLASS DR.
BLK OPNG
WD FRAME
OPNG
5068
62 X 811/4
60 3/8 X 80 3/4
6068
74 X 81 1/4
72 3/8 X 80/3/4
8068
98 X 81 1/4
96 3/8 X 80 3/4
9068
1087/8 X 81 1/4
107 1/4 X 80 3/4
10068
122 3/4 X 811/4
121 X 803/4
12068
146 3/4 X 81 1/4
145 X 80 3/4
16068
194 3/4 X 81 1/4
193 X 80 3/4
80 HIGH DOORS
ARE 97 1/4
80 HIGH DOORS
ARE 96 3/4
11
I
I
TYPICAL BI-FOLD
DOOR SCHEDULE
BIFOLD
SIZE
ROUGH
OPING
1/6
19 1/4"
1/8
21 1/4"
2/0
25 1/4"
2/4
29 1/4"
2/6
31 1/4"
2/8
33 1/4"
3/0 (2 DOOR)
37 1/4"
3/0 (4 DOOR)
37 1/4"
4/0
4911
5/0
6111
6/0
7311
SH 1/236
27 1/2 X 72
EGRE55 NOTE;
EACH BEDROOM MUST HAVE ONE WINDOW THAT
COMPLIES WITH EGRE55 CODES, IF THERE 15 NO
ACCESS TO EXTERIOR THROUGH A DOOR, THE
WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT
OF 44" ABOVE FIN15H FLOOR LINE OF THAT
PARTICULAR ROOM
4 >
2V
---- VAULT
t3:12
FAMILY ROOM
VAULTED CLG.
ci
CARPET
AE
BEARING WALL W1
UPLIFT AND STUDS
AT 12" O.C. -
CONC. AD I � 1 2
"0111
ID
I
OWNERS SUIT
8'-0" FLAT CLG.
CARPET
2*1WALL
MIME
I
i9 NEW
M
mom
42"x42" 36"x60" 5HMR PAN
A/C PAD V SHOWER 5UM-*,OUND
TP.
181-211
I -J-CAFE-�--
VAULTED CL(
TILE I -- --+--
61-411
331-111 51-411 .�-vf
Em 11
MEN III
mm L'I 1
MEN E1,111
MINE
FLEX Lcl,
8'-0" FLAT CLG,
CARPET
HID AT T-5"
moll FOYER
FLAT HEADER
(SEE ELEV.)
gqp M.
..........
VAM P-1
Im 11'a
—11) I!1_0 BEARING WALL W1--1
AT
UPLIFT AND STUDS
cc AT 12" O.C.
53
EDGE OF 5LA5 ?5
2" BEYOND WALL
Lu
qAN5EN5OX
AT 36" AFF.
Lu
L— — — — — —
3 CAR GARAGE
8'-0" PLT. HT.
NONE
DRYER VENT
THRU WALL
'A
BEDROOM 3 BEDROOM 2
8'-0" FLAT CLG. 8'-0" FLAT CLG.
CARPET CARPET
25-514
EGRE66
311111111111111111111H
I mo
MR
PORCH
�31_011
C__
12" CM.U. COLUMN
T.OM. AT T-0" AFF.
(TYP. OF 4 AT PORCH)
FLAT HEADER
(SEE ELEv.)
FLAT HEADER
(SEE ELEv.)
0
FLAT HEADER
(SEE ELEV)
ZVI
�IPI
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ME
14
UL
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10�
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5TfRUCTUfRAL NOTE5
01—
TWO (2) 2X4 BUILT-UP COLUMN, NAIL
PLIES PER TYP. DETAIL "8/55." TIED TO
THE BOTTOM PLATE W1 (2) 5IMF50N 5PH4.
THREE (3) 2X4 BUILT-UP COLUMN. NAIL
PLIES PER TYP. DETAIL ANCHOR
WITH WT74 AT BA5E.
FOUR (4) 2X4 BUILT-UP COLUMN. NAIL
PLIES PER TYR DETAIL "8/55." ANCHOR
WITH HTT4 AT BASE.
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) 2x6 #2 SYP W/
1/2" FLITCH PLATE
H2
(2) 2X8 #2 SYP W/
1/2" FLITCH PLATE
(2) 2x10 #2 SYP W/
1/2" FLITCH PLATE
H4
1/2' FL rCH PLATE
(2) 13/4" x 11 1/4"
LVL (2 OE Fb-2950)
(2) 13/4" x 9 1/4"
LVL (2 OE Fb-2950)
(2) 13/4" x 16"
LVL (2 OE Fb-2950
R.A G
' '
(2) 2X4 #2 SYP W/
FOLLOW Q/S4 SEE PLAN FOR
BEARING WALL CALL -OUT WHEN
1 1/2" FLITCH PLATE
STRAPS ADP DrrV IIRED.
r. • VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED.
• SEE PLAN FOR DIETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS.
WIND PRESSURES
REFER TO DETAIL SHEETS "SN" FOR
REQUIRED WIND PRESSURES
__j I
WALL LEGEND
MASONRY HGT. AT 8'-0" A.F.F.
2x FRAME WALL NON -BEARING
24" O.C. W/ SINGLE TOP PL.
LOAD BEARING WALL W/ UPLIFT
AND DOUBLE STUDS UNDER EACH
TRUSS W/ SIMPSON SPH4 AT TOP
AND BOTTOM PLATE. (1) PER DBL.
STUD
INSULATION REQ.
LOCATION
R-VAUE TYPE
EXT, CONC. WALL
R-4.1 HIGH PERM
EXT. FRAME 2X4
R-11/11-13 KRAFT FACE
EXT. FRAME 2x6
R-19 KRAFT FACE
CONDITIONED CLG.
R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION
R-11/R-13 KRAFT FACE
(GARAGE / LIVING)
LIvING 2443 &.F.
GAfRAGE (o 55 5,F.
ENTR"r 141 5F.
TOTAL 50. FT. 323'� , I
m INDICATES 115
A INDICATES 215 FLOOR PLAN - B.
5CALE: 1/4" - 14"
DAVIS BEWS
DESIGN GROVP
150 STATE STIR.EET EAST
OUXMA& RjORMA 34677
813. 925.1300 TIEL
813. 925. 1800 FAX
WWW.DAVLSBEW&C0M
TAMPA * E3pE?qN1EFt_
EST. 1994
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33S63
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREW J. M EISHEID, P. E. #83217
1 HEREBY CERTI FY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE"ENGINEERED TRUSS MANUF. LAYOUT TO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
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lso srnrE. sr1t�,Er �sT'
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813.925.130o TM
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DAVIS BEWS
DESIGN GROVP
L50 STATIEE STRFXr EAST
OUXMA& RX)RMA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
VVWWnAWcZEWS.00M
T,4JVWA 9 E:)E2qVF_F_l
EST 1994 (—
�116 III Ill.
VORTEx ENGINEERING, I.I.C.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREWJ. MEISHEID, P.E. #83217
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUT TO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
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DAVIS BEWS
DESIGN GROVP
00 STATE STREET EAST
OUXMAlk, RDIMA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
VVWW.DAVLSBE%VS.00M
TAMPA e E:)Er4VEFL
EST. 1994 o��
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREWJ. MEISHEID, P.E. #83217
1 HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUR LAYOUT TO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
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ELECTfRICAL <E`�
K)-- DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE CCUNTER
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
WALF-SWITCWED DUPLEX OUTLET
kO SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$ WALL SWITCH
13 THFEE-WAY SWITCH
14 FOUR-WAY SWITCH
$ D DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
Q', RECESSED INCANDESCENT LIGHT FIXTURE
*.C. LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FAN/tIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
JER CWIMES (OPTIONAL)
s PUSHIBUTTON SWITCH (OPTIONAL)
CARBON MONOXIDE DETECTOR
SMOKE DETECTOR (ARC -FAULT)
SMOKE / CARBON MOW. COMBO DETECTOR (ARC -FAULT)
TELEPHONE (OPTIONAL)
M TELEVISION (OPTIONAL)
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
'�'u 1> R015514- IN FOR OFT. CEILING FAN
</ 1>
<1 /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V
ROUGI4-IN FOR OFT. CEILING FAN
NOTES-
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTERS (G.F.1) AS INDICATED
ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES.
2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR.
SWITCHES .... 42"
OUTLETS .... 14"
TELEPHONE ... 14" (UNLESS ABv COUNTERTOP)
TELEASIOR..14"
3. ALL SMOKE DETECTORS $WALL BE WARDWIFED INTO AN ELECTRICAL POWER
SOURCE AND 54ALL BE EMIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SIM DETECTORS
4. ALL 15A AND 20A RECEPTACLE$ IN KITCHENS, SLEEPING ROOMS, FAMILY ROOM$,
DINING ROOM LIVING ROOM PARLORS, LIBRARIES, DENS, SUNROOMS, FECFEATION
ROOM CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUISE A COMBINATION
TYPE AFL.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 406.12 AND
4ft.13
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE G.F.C.I. PROTECTED (GFR
6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE TWAT ALL
ELECTRICAL WOW 15 IN FULL COMPLIANCE WITH NF.PA 10, NE.C, 2014, F.B.C.R. - 6TH
EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVNG A FMIL-FUEL-BUR41NG HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL WAVE AN OPERATIONAL CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES,
8. ALARMS SWALL RECEIVE T14EIR PRIMARY POWER FROM THE BUILDING WIRING WHEN
SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS 614ALL HAVE
BATTERY BACKUP. C4MBINATION SMOKE/CARBON MONOXIDE ALAR15 SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
FOR OFT.
FA*tIGWT
PRE -WIRE </
WALL
MNT.
WMJA
LL
NT. FAMILY ROOM
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A
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'01
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LAN Fc TED
UNDERGROUND
SERVICE BY
POWER COMPANY
4/0 ALU. CABLE
A/C
DISC.
TYP, M4 AND M2 COPPER TO
INSIDE LIGHTS AND OUTLETS
MO COPPER TO
WATER HEATER
18 COPPER TO RANGE
14 COPPER TO 5/8" GROW ROD
ALSO SERVICE TO BE BONDED
TO FOOTNG STEEL
ELECTRICAL RISER DIAGRAM
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS $HALL
CO�IPLY W1 APPLICABLE PROV'ISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
COACH LIGHT
OR PRE -WIFE
AS PER SPECS
COACH LIGHT
OR PRE -WIRE
AS PER SPECS
ELECTRICAL PLAN - B I
DAVIS BEWS
DESIGN GROVP
L50 STATE STREET EAST
OLDMtAJ;L, HDRJDA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
WWWDAVISBEW&COM
TAJvWA 9 E>ElqVFR-
EST 1994 �—_,
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DATE 1/16/2019
VERSION NO.
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SHEET NO.
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11
5PEGIFICATION FOR LEDGER5
(THE FOLLOWING 5HALL APPLT UN.O.)
LEDGER A (LA) - 02 5YP. 2x4 PT V 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRU55E5).
NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL, A TRU55 515TERED TO THE
WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRJ65 16 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATE[) FOR THE LEDGER (MIN.).
LEDGER 5 (LB) - 12 5YP. 2x4 W1 (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (I(o" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TH15 15 A REQUIRED TERMINATION FOR
THE 5HEATPIWj DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TW55 515TERED TO THE WALL 15 NOT AN ACr-EPTABLE SUBSTITUTE, UNLE55
THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
LEDGER C (LC) - 12 5YP, (2) 26 PT W1 5/8" DIA x 8" A3, AT 12" O.C. 5TAGGERED W1 5IMP5ON HUA4UG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TW55 (TYP. UNO).
ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
LEDGER D (LD) - #2 5YP. (2) 2xb PT W1 (4) 6IMP50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W1 SIMPSON HU/HUG228 AT FACE ATTACHMENT OR HT5WI& AT TOP CPORD BEARING AT EA. TR�56 (TYP. UNO).
ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
LEDGER E (LE) - *2 5YP, (2) 2xI2 PT W1 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 RT4 MIN, OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYR UNO AT PERPENDICULAR
FLOOR TW55 SUPPORT ALONG MA50NRY WALL).
LEDGER F (LF) - 1`2 5YP. 26 PT W1 5/8" DIA. x 8" AB, AT 24" O.C, 5TAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYR. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT
PARALLEL FLOOR TRU55E5). NOTE: TI-11515 A REQUIRED TEWINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A
TW55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRJ55 16 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
LEDGER G (LG) - 12 5YP. (1) 26 W1 (4) 5IMP50N 5D525412 5CRM AT EA, STUD (16" O.C. MAX.) W1 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT51(o AT TOP CHORE) BEARING AT EA. TW55 (TYP. UNO).
ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
LEDGER q (LC) - 12 5YP, (2) 2X8 PT W1 1/2" DIA. X 8" TITANS AT 16" O.C. STAGGERED W1 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT51(o AT TOP CHORD BEARING AT EA. TFIJ55 (TYP. UNO),
ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE,
LEDGER I (LI) - 02 5YP. 2X4 PT W1 1/4" DIA. X 3" TAPCON5 AT 6" STAGGERED W1 (1) SIMP50N LU624 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED
HOR]ZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN.
LEDGER J (LJ) - #2 5YP. 2x4 PT W1 1/4" DIA. X 3" TAPCON5 AT 4" OC. STAGGERED W1 (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRJ55 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED
HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 0.131" DIA R.5. NAILS AT 3" O.C.
LEDGER M (LM) - 12 5YP. 2X4 W1 (3) 5IMP50N 5D525600 5GREW5 AT EA. STUD (16" OL, MAX.) W1 (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1) 51MPX-^N H3 AT TOP CHORD
ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL 5PEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN,
NOTE: AT LEDGERS C, D OR P, 5IMP5ON HU/HUG28-2 OR HU/WUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU56 ATTACHMENT, RESPECTIVELY, UN.0
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UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
LISP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
P
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 11/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
a
HEFA16
1810
9 - 10d x 11/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.SA
600
535
10 - 8d
RT7A
670
565
10 - 8d x 11/2"
D
H3
455
320
8. 8d
RT3
610
525
8 - 8d x 1 1/2"
E
META20
1450
-
8 - 10d x 11/2"
KTA20-18
1400
1400
10 - 10d x 1 1/2"
F
HHETA20
2235
11 - 10d x 1 1/2"
-
-
G
HIOA
1340
1015
18 - 10d x 1 1/2"
RT16A
1380
1160
9 - 10d x 1 1/2"& 8 - 10d
H
KTT4
3610
3105
5/8" ANCH. (18) 10d x 1 1/2"
HTT4
2715
-
5/8" ANCH. I 10d x 1 1/2"
I
HTTS
4350
3740
5/8" ANCH. (26) 10d x 11/2"
HITS
3225
5/8"ANCH. / (28) 10d x 11/2"
K
HD38 -
3130
3050
5/8' DIA. BOLTS
TDX2-TZ
2345
2 - 5/8- DIA. BOLTS
L
HD56 -
4505
3785
5/8" ANCH. 3/lr STUD BOLTS
TDX6
5320
2 - 718' DIA. BOLTS
M
HD78 *
6645
5650
1 7/8" ARCH. 3/4" STUD BOLTS
TDXIO
7845
4 - 7/8" DIA BOLTS
N
LUS26
1165/1070
ID05/915
8 - 10d x 3"
JUS26
1115/1060 -
8 - 10d
P
HUS26
1550/3335
1335/2920
20 - 16d x 3 1/2"
HUS26
1925/3295
20 - 16d x 3 1/2"
Q
HUS28
2000/4220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
30 - 16d x 3 1/2"
R
MTS12
1000
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14 - lDd x 11/2"
S
MTS16
1000
860
14 - 10d x 11/2"
MTW16
1195
1005
14 - 10d x 1 1/2"
_T
MTS20
1000
860
14 - 10d x 11/2".
MTW20
1 1195
14 - 10d x 11/2"
U
MGT/MUGT
3965
3330
22 - 10d x (1) 5/8" ATR Wj 12" EMBED W1 SIMPSON "SEr EPDXY
V
LGT2
2150
1850
(16) 16d SINKERS
(7) 1/1V x 2 1/4� TrrENs
LUIGT2
isso
isio
(16) 10d NAILS &
(5) 1/4" x 3" WEDGE BOLTS
HTS 1
1450
1245
4 - 10d x 1 1/2"
HTW20
1530
1285
24 - 10d x 1 1/2"
SPI
585
535
10 - 10d
SPT22
685
-
8- 10d
SP2
1065
605
12 - 10d
SPT24
1030
12 - 10d
HCP2
645
55S
12 - 10d x 11/2"
t
MINIMUM 3- MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
LOAD$:
ROOF = L/360
FLOOR = L/480 W/ 3/8" MAX DEFLECTION
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS.
DROP HIP DETAIL
1-8-0 CLEAR GAP BETWEEN (5) TRU55E5 6")
(o 9) FASTEN EACH (5) TRU55 WEB TO EACH (A) TRU55 TOP CHORD AT EVERY
INTERSECTING POINT SHOWN ON THE PIP TRU55 SYSTEM BELOW. FASTEN TOP
CHORDS OF EACH (5) TRUSS TO TPE TOP CHORDS OF (A) TRJ55E5 AT EVERY
OTHER INTERSECTING POINT (,-) INTERSECTING POINT TO BE FASTENED WITH 2-15d
COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (5) TIRU65 TO
TOP CHORD OF CARRIER TIRU55 WITH THE SAME SPECIFIED COMMON NAILS OR FUN I (OR 2 PLY CARRIER
Wl x r
Dr
NAILS AT 48" OC 4). W1 2x CONT. LEDGER
IN LIEU OF PREFABRICATED HIP PLANING TRU55E5, (B) 2x4 5YP NO. 2 OR NO, 2 PT
STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS
DEFINED FOR PIP PLANING TRU55E5 RI.
STICK FRAMING SPLICING 15 ALLOWED BETWEEN TIRU55E5 OR AT TRU55
INTERSECTIONS SPLICING.
TO BE STAGGERED BETWEEN COMMON TRU55E5 NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 54" ON A HORIZONTAL PROJECTION.
NOTE: 5EE 5HEET D-I FOR ROOF FRAMING DETAIL6
NOTES:
1. (2)12d TOENAILS EACH 61DE OF FLOOR TRU55 TO WALL OR BEAM
BELOW TYP. AT INT. BEARING U.N.O.
/—A\
4 ALL TRJ55 TO MA50NRY 5TRAP5 TO BE \fy U.N.O.
/;7\
0 ALL TW55 To FRAME 5TRAP5 TO BE \.2./ UN.O�
I OR 2 FLY
CARRIER
12
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ROOF FRAMING PLAN - B
SCALE: 1/4" : I'-V
2-0-0 MAXIMUM 5PACING ON VERTICAL5 OF (5) TRU55E5
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OLDN"M;L, R.OMA W77
813. 925.1300 Tr=L
813. 925. 1800 FAX
WWWDAVISBEW&COM
TAIVWA e E:*7NJ\lER_
EST. 19"
f NJ
N62FIll lin
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREWJ. MEISHEID, P.E. #83217
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUT TO
DETERMINE ANY LOAD BEAR NG CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
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DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OLDN"M;L, R.OMA W77
813. 925.1300 Tr=L
813. 925. 1800 FAX
WWWDAVISBEW&COM
TAIVWA e E:*7NJ\lER_
EST. 19"
f NJ
N62FIll lin
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREWJ. MEISHEID, P.E. #83217
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUT TO
DETERMINE ANY LOAD BEAR NG CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
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VERSION NO.
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SHEET NO.
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0 (MIN.)
0 (MIN.)
0 (MIN.)
0 (MIN.)
0 (MIN.)
- — — — — — — — — — — — — — — — — — — — — — — — — -
---------------- -----------
Li
IL --------- i
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F-P
0 (MIN.)
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0 (MIN.) 0 (MIN.)
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(D (MIN.)
GENERAL INSTALLATION NOTES
1. PROVIDE FULL MORTAR BED AND HEAD JOINTS.
8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN
COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY
2. SHORE FILLED LINTELS AS REQUIRED.
UNITS.
3. INSTALLATION OF LINTEL MUST COMPLY WITH THE
9. SAFE LOAD RATING BASED ON RATIONAL DESIGN
ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS.
ANALYSIS PER ACI 318 AND ACI 530
4. U-LINTELS ARE MANUFACTURED WITH 5 1/2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN
NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL
EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A
CELL REINFORCING AND GROUTING.
COATING OF STUCCO APPLIED IN ACCORDANCE WITH
ASTM C-296 OR OTHER APPROVED COATING.
5. REFERENCE THE CAST-CRETE LOAD DEFLECTION
GRAPH BROCHURE FOR LINTEL DEFLECTION
11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL
INFORMATION.
(GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS
SHOULD BE CHECKED FOR THE COMBINED LOADING
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT
WITH THE FOLLOWING EQUATION:
THE BOTTOM OF THE LINTEL CAVITY.
APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD
7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO
SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD
THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE.
12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE
OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL
REINFORCED CONCRETE MASONRY ABOVE THE LINTEL.
SEE DETAIL AT RIGHT:
GENERAL CONCRETE LINTEL SCHEDULE
8F8-IB/IT 8F8-0B/lT 8RF6-0B/lT
8F* 12 IB/lT
L
8RF14-IB/IT
BRIF14-011/1T 8F16-OB/IT 8FI6-lB/IT
L
0 81F20-011/1T 8F20-IB/IT BF20-3/2T
--H
TI
-H
BF44-IB/IT 8F40-OB/IT 8RF40-OB/IT 8F32-IB/IT 8F32-OB/IT 8RF30-IB/IT 8F28-OB/IT 8F28-IB/IT 8F24-OB/IT 81724-1BAT
@ (D 0 G a
0 (D
TYPE DESIGNATION
#5 REBAR AT TOP
ff 'M
IN','
MIN. (1) REQ'D
F = FILLED WITH GROUT
U = UNFILLED
1-1/, 2" CLEAR
R = RECESSED
QUANTITY OF #5 REBAR AT
M
C. M. U.
BOTTOM OF LINTEL CAVITY
8Fl 6- 1 B/IT
00
0 — GROUT
u2 z
L QUANTITY OF
I
to
#5
L
— #5 REBAR AT BOTTOM
REBAR AT TOP
0 LINTEL CAVITY
NOMINAL HEIGHT
— NOMINAL WIDTH
BOTTOM REINFORCING
7-5/8"ACTUA PROVIDED IN LINTEL
(VARIES)
8 H
MATERIALS
1. F'C 8" PRECAST LINTEL = 4000 PSI
2. F'C PRESTRESSED LINTEL = 6000 PSI
3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 1 1 INCH SLUMP
4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900
PSI
5. REBAR PER ASTM A61 5 GRADE 60
6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
7. MORTAR PER ASTM C270 TYPE M OR S
:44 ' 1 0
C)
c c
.00
LINTEL PLAN - B
SCALE: 1/4" : V-0"
mm� I
DAVIS BEWS
DESIGN GROVP
L50 STATE SIPLEET EAST
OLDSMAR, RADPMA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
NVWWJDAVlSI3EWS,C0M
TAA4PA 9 E)oE7qVFYL
EST 1994
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREWJ. MEISHEID, P.E. #83217
1 HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUT TO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
0
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DATE 1/16/2019
VERSION NO.
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SHEET NO.
802
OPTIONAL OVERHEAD 5ERVICE 5AME A5 -
UNDERGROUND 150 OR 200 AMP 5ERYICE
REFER TO FLOOR PLAN FOR
NOTED AMP5, REQUIRED
UNDERGROUND 5ERVICE
BY POWER COMPANY
04 GROUNDING WIRE WITH CODE
APPROVED CLAMP PER 25050
AND 25052 OF THE 2014 NEC.
50 - � COPPER OR 2/0 ALUMINUM
200 - 2/0 COPPER OR 4/0 ALUMINUM IN 2" CONDUIT,
TYPICAL A/C
MAIN D15C. ELECTRICAL "IL)15CONNECT
150 OR PANEL
2 Mp
00 nAMP 12 COPPER TO APPLIANCE5 AND GFI
14 COPPER TO LIGPT5 AND OUTLET5
10 COPPER TO WATER qEATER
*8 COPPER TO RANGE
06 COPPER TO PVAC
INTER5Y5TEM BONDING TERMINATION PER NEC 08, 250.94
ELE RICAL RISER DIAGRAM
NOTE:
ELECTRICAL MATERIAL$ AND IN5TALLATION5 5HALL COMPLY W1 APPLICABLE PROV151ON5
OF THE NFPA 10-08, LOCAL CODE5 AND LOCAL POWER/UTILITY COMPANY
5TAIR NOTE5
RAILING
BALUSTERS SHALL BE SPACE) 50 THAT A 4" SPHERE CANNOT PA55 THROUGH.
HANDRAIL5
HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF
THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR
SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5.
CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA
UNDER-5TAIR PROTECTION
ENCL05ED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE
ENCLOSED 51DE W1 1/2 INCH GYPSUM BOARD PER F.B.C. RESIDENTIAL (oth EDITION (2011) - R3021AND R302.11
5TAIRWALL FRAME NOTE
ALL STAIRWELL SURROUNDING WALL5 AND KNEE WALLS ARE TO BE FRAMED AT 16" O.C. TO PROTECT FROM FALLING HAZARD
OCCUPANCY AND CON5TRUCTION TYPE:
TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLA55IFICATION,
CEILING CON15TRUCTION:
1, THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HAE31TABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS A50VE BY NOT LE55 THAN
5/5 INCH (15,9 mm) TYPE `X` GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE
SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT.
DWELLING / GARAGE OPENING5:
1. THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 5OL11D WOOD DOORS NOT LE55 THAN 1 3/a" IN THICKNESS,
SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS.
2, ALL DOOR5 FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES.
EGRE55;
EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE
WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM.
WINDOW IN5TALLATION:
WINDOWS 5HIALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN
INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW,
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E
CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL
THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE 5LA5 U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE
BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF
DOWNSPOUTS 5PALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL
EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm)
HORIZONTAL PROJECTION EXCEPT FOR GABLE ENID RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
TOP RAILING
NOTE: 5UBFLOOR ADHIE51VE 15 USED IN ADDITION
BALUSTERS TO NAILS ON WOOD COMPONENTS.
MAX SPACING 41'
1 X a PAINTED WID. CAP STRINGER 15 LAMINATED TO A THICKNE55 EQUIVALENT TO
OGEE STOP THE 51ZE OF A 2 X 12 5,Y.P. AND 15 NAILED TO EACH
TREAD W1 Ibd NAILS FROM THIRD LAMINATE TO TREAD—,
OPT. 2 X 2 BLOCKING NAILED
TO TREAD AND RISER, ---- ZZ
3-2 X 12 STRINGER 2 X BLOCKING NAILED TO STRINGER, +1
3/4" RISERS RISER AND TREAD. +
2 X TREAD5t RIF' FROM 2xI2 I X SPRUCE *3 OR 3/411 CDX. + +
4
TO 51ZE NOTED ON PLAN PLYWD. RISER.
2 X SOUTHERN YELLOW PINE $1
(ACTUAL THICKNESS 15 11/2 ") TREAD.
TYP. OPT. RAILING ELEVATION-
5CALE: 1/2" = 411
NEWELP05T
TOP RAILING
BALUSTER 4" O.C.
SHOE RAIL (REMOVE
W1 METAL 5FINE)LE5)
I X 8 PAINTED WD. CAP
OGEE STOP
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OPTIONAL
rA-�RAILING DETAIL
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3/41' SKIRT 5D,
2 X 4 SPACER
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STRINGER
TYPICAL STAIR
r,,FRAMING DETAIL
�R� 5CALE: 3/4" - 14"'
GENERAL CONSTRUCTION NOTES
CHAPTERS AND SECTIONS REFER TO FB.C. RE51DENTIAL (oth EDITION (2011)
MECHANICAL AND HVAC
1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT To
TP15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT.
2, MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT
CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED,
REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN
FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MIN. 12(o GAUGE (0,48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED
GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO
ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN5 5HIALL BE
INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113.
EXHAU5T FAN5 AND VENTING
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR 5HALL
NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND
SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC,
CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE
WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCE[) 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND
AND 5 FEET (1524 mm) FOR EACH �O DEGREE (Ifo RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION
DUCT.
EXCEPTION - WHERE A CLOTHES DRYER E3005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF
THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5
INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH
THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE
LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED E3005TER FAN.11
4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH
AMCA STANDARD 550 IN FBG,
ROUGH -IN IN5FIECTION REQUE5T NOTE
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-IN5 MUST BE
COMPLETE, INSPECTED AN[) APPROVED BEFORE REQUESTING THE
FRAMING INSPECTION.
WINDOW FALL PROTECTION
IN DWELLING UNITS, L44ERE THE OPENING OF AN OPERABLE WINDOW 15
LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR
SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE
WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED
FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE
SECTIONS OF WINDOWS 5PALL NOT PERMIT OPENINGS THAT ALLOW
PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS
ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR FIER F.B.C.
RE51DENTIAL 6th EDITION (2011) - SECTION R3121
WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE
PROVIDED, 5PALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090
PER F5.C, RE51DENTIAL (oth EDITION (2011) - SECTION R3122,
IN5ULATION NOTE5
• CMU WALL& ----- R-FOIL 4.1 KNEE WALLS THAT
BACK UP TO CEILING
• FRAME WALL5: -------- R- 13 AREAONLY; ---------- I R-19
e CEILING: ------------- R-30
ON61TE FOUNDATION 6URVEY NOTE
A FOUNDATION SURVEY SHALL BE PERIFORMED AND A COPY OF THE
SURVEY SHALL BE ON THE 51TE FOR THE BUILDING IN5PECTOR15 USE,
OR ALL PROPERTY MARKERS SHALL BE EXP05ED AND A STRING
5TREGPED FROM MARKER TO MARKER TO VERIFY REQUIRED
SETBACKS.
CELING AT ENTRY NOTE
ALL ENTRY CLG5. TO BE 15/32 055. GEMENTITOU5 FIN15H (UNO)
GA5 APPLIANCE PROTECTION IN GARAGE NOTE
PROTECTION OF G45 APFIL14NCE5 IN RE511DENTIAL GARAGES:
MINIMUM 3" DIAMETER 5CH 40 STEEL PIPE, 2 FT. BELOW CONCRETE
SLAB AND 3 FT. A50VE FINISHED FLOOR
GENERAL NOTE5
[DUE TO VARIATIONS IN CITY REQUIREMENT5,5UBDIVI510N
SPECIFICATIONS, CONSTRUCTION TECHNIQUES, DIVERSITY IN
MATERIALS, AND PLAN REVISIONS, ALL DIMENSIONS AND
ELEVATIONS MAY VARY PER INDIVIDUAL PLAN. ACTUAL FIELD
CONDITIONS MAY VARY AND MUST BE VERIFIED BEFORE
PROCEEDING WITH CONSTRUCTION.
• ELECTRICAL LOCATIONS SHIM ON DRAWINGS MAY BE CHANGED
AT THE 50LE D15GRETION OF CALATLANTIC HOMES OR ITS
LICENSED ELECTRICIAN IN ORDER TO COMPLY W1 NATIONAL AND
MUNICIPAL BUILDING AND ELECTRICAL CODES. CALATLANTIC
HOMES WILL NOT GUARANTEE LOCATION OR QUANTITY OF OUTLETS
AND / OR SWITCHES SHOWN.
• ALL PLUMBING DIMENSIONS ARE APPROXIMATE FROM THE CENTER
LINE OF THE FIXTURE TO THE EXTERIOR SLAB EDGE, IT 15 THE
RESPONSIBILITY OF THE PLUMBER TO VERIFY THE ACCURACY OF
ALL PLUMBING DIMENSIONS.
NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING
LUMBER SIZES OR WALL THICKNESSES ARE TO BE CONSIDERED "NOMINAL DIMENSIONS`
CHIMNEY HEIGHT REQUIREMENT5:
WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CPIMNEY MUST EXTEND 3'-0` PAST THE HIGHER POINT WHERE IT
EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 16-61 AWAY OR CLOSER.
TUE3 AND 5POWER AREA5:
CEMENT, F15ER-CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1116
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND
SHOWER AREAS, AND WALL PANELS IN 5POWER AREAS,
FLOOD ZONE REQUIREMENT5:
PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HEID GARAGE FLOOR ELEVATION.
0)
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DAVIS BEWS
DESIGN GROVP
L50 STATE STR= FAST
OUXMAK nORMA 34677
SL3. 925. L300 TEL
80. 925. 1800 FAX
VVVVWJDAVlSBE%V&C0M
T,*JviPA * C)E2qN/Fl�_
EST. 1994
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RE51DENTIAL loth EDITION (2011) - SECTION R�052fo AND R�052bl
2. ASPHALT 5PINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR
GREATER.
_ FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12
UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11 OR
A5TM D 4a69, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.B.C. RE51DENTIAL (oth
EDITION (2011) - SECTION R90511.
- FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) OR GREATER, ONE LAYER OF
UNDERLAYMENT COMPLYING WITH 45TM D 226, TYPE 11 OR A5TM D 4669, TYPE IV OR A5TM D 615115 REQUIRED IN
ACCORDANCE WITH FBC. RE51DENTIAL bth EDITION (2011) - SECTION R90511.
3. FA5TENER5 FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING
NAIL5, MINIMUM 12 GAUGE.
12 PRE ENGINEERED WOOD TRU55
INSULATION PER COMMUNITY SPECS AND ENERGY GALG5
HURRICANE ANCHOR AT EACH TRU55
SEE TRU55 LAYOUT
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14
DAVIS BEWS
DESIGN GROVP
L50 STATE STREET EAST
OUXMAP, RORMA 34677
813. 925. L300 TEL
813. 925. 1800 FAX
VVWW�DAVISBE%W&COM
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GENERAL 5RICK/5TONE NOTE5 (WHERE APPLICABLE)
BRIMSTONE SHALL BE 5ELF SUPPORTING. MA60N SHALL PROVIDE ANGLE SUPPORT AT
OPENINGS SUCH THAT IT SPANS THE OPENING AND DOES NOT ADD WEIGHT TO PEADER5.
HEADER$ PROVIDE LATERAL SUPPORT ONLY.
AT MASONRY, USE VIX61'X31811 STEEL ANGLE W1 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS a 2411
O,C. W1 4" LAP ONTO BRICK SUPPORT ON EITHER 61DE MINIMUM. ANGLE SIZE PER B.I.A. AND
FB.C. CRITERIA, OR BY OTHERS,
AT FRAME, USE 5`X5`X3/V' STEEL ANGLE W1 3/5" DIA. X 411 LAG 5CREW5 tv 1211 O.C. W1 411 LAP
ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER 5,IA AND F.B.C. CRITERIA, OR
BY OTHERS.
BRICK6TONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES $HALL BE INSTALLED IN
ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 AS APPLICABLE.
VORTEX ENGINEERING, LLC, 15 NOT RESPONSIBLE FOR 5RIX5TONE INSTALLATION
INFORMATION, AS BRICK/5TONE DESIGN 15 BY OTHERS.
SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A56UMED TO
REQUIRE BRIMSTONE BEARING ON TRU55 5Y5TEM BELOW. TRU55 MANUFACTURER TO INCLUDE
ADDITIONAL DEAD LOAD FOR SUCH AREAS, AND LIMIT DEFLECTION To L/600 IN THESE AREAS
FOR PURPOSES OF BRICK SUPPORT.
FOUNDATIONS HAVE BEEN 51ZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIMSTONE.
BRIMSTONE AND ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 16 A
MINIMUM STANDARD. TIES, FLA5HINGS, WEEPS, CONTROL JOINT5, AND ALL OTHER BRIMSTONE
CRITERIA 15 BY OTHERS,
THE NOTES ABOVE PERTAIN TO CLAY BRICK MA50NRY AND NATURAL MNE, SIMULATED
PRODUCTS AND VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND
THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA.
CHEMICAL TERMITE TREATMENT NOTE5
1. " A PEMANENT SIGN WHICH IDENTIFIES THE TEI;�MITE TREATMENT PROVIDER AND NEED FOR
RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, THE SIGN SHALL BE
P05TED NEAR THE WATER HEATER AND ELECTRICAL PANEL."
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I'-V FROM BUILDING
5IDEWALL5,
3. IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL R15ERS AND SPRAY HEADS SHALL NOT BE
INSTALLED WITHIN I'-0` OF THE BUILDING 51DEWALL5.
4. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5 INCLUDING WL
APPLIED TERMITICIDE5, BAITING SYSTEMS, OR TERMITICIDE5 APPLIED TO WOOD OR OTHER
APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON
COMPLETION OF TREATMENVAPPLICATION A CERTIFICATE OF COMPLIANCE $14ALL BE 155UED BY
A LICENSED PE5T CONTROL OPERATOR,
5. BOXED AREAS IN CONCRETE FLOORS FOR 5U55EQUENT INSTALLATION OF TRAPS, ETC., SHALL
BE MADE WITH PERMANENT METAL OR PLASTIC FORMS.
6. MINIMUM (o MIL. VAPOR RETARDER MUST BE INSTALLED
1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED
5, ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CON5TRUCTION TREATMENT.
9. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A
LICENSED PE5T CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED,
THE CERTIFICATE OF COMPL14NCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE
TREATMENT FOR THE PREVENTION OF 5U5TERRANEAN TERMITES, THE TREATMENT 15 IN
ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER 5ERVICE5."
10. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN V-0`0F
ANY BUILDING OR PROPOSED BUILDING
M/I SGD R.O. SCHEDULE
SIZE
"R.O. CMU
(Flange)"
"R.O. FRAME
(Fin)1'
5068
62 X 811/2
60 1/2 X 80 1/2
5080
62 X 97 1/2
60 1/2 X 96 1/2
6068
74 X 811/2
72 1/2 X 80 1/2
6080
74 X 97 1/2
72 1/2 X 96 1/2
8068
98 X 811/2
96 1/2 X 80 1/2
8080
98 X 97 1/2
96 1/2 X 96 1/2
9080
108 3/4 X 97 1/2
107 1/4 X 96 1/2
10080
120 X 97 1/2
119 X 96 1/2
12080
145 X 97 1/2
145 3/4 X 96 1/2
16080
(4-panel)
191 1AX97 1/2 (from
recess)
189 1/2X961/2 (from
recess)
9080
POCKET
143 X 96 1/2 - finish 107
X 96 1/2
N/A
12080
POCKET
(STD.)
194 X 97 1/2 - finish 144
X97j
N/A
12080
POCKET
(UPGRADED)
194 X 99 - finish 144 X
99
N/A
RO HEIGHT IN BLOCK TO BE FROM RECESS
WINDOW SCHEDULE
Size
"R.O. CMU
(Flange)"
"R.O.
(Fin)"
Type
13
20 1/8 X 38 3/8
18 5/8 X 37 7/8
S.H.
15
20 1/8 X 63
18 5/8 X 62 1/2
S.H.
22
38 X 26
N/A
S.H.
23
38 X 38 3/8
36 1/2 X 37 7/8
S.H.
24
38 X 513/8
36 1/2 X 50 1/8
S.H.
25
38 X 63
36 1/2 X 62 1/2
S.H.
26
38 X 72
36 1/2 X 711/2
S.H.
34
54 1/8 X 63
52 5/8 X 50 1/8
S.H.
35 RH
54 X 70
N/A
S.H.
35
54 1/8 X 63
52 5/8 X 62 1/2
S. H.
36
54 1/8 X 72
52 5/8 X 711/2
S. H.
1414
17 X 16
16 X 16
P.W.
1420
17 X 24
16 X 24
P.W.
1626
N/A
18 X 30
P.W.
1630
N/
18 X 36
S.H.
1650
N/A
18 X 60
S.H.
2014
25 x 16
24 X 16
P.W.
2020
25 x 24
24 X 24
P.W.
2026
25 1/5 x 30 1/2
24 X 30
P.W.
2030
N/A
24 X 36
S.H.
2030
25 X 36
24 X 36
P.W.
2040
N/A
24 X 48
S.H.
2044
N/A
24 X 52
P.W.
2050
N/A
24 X 60
S.H.
2424
29 X 28
28 X 28
P.W.
2436
N/A
28 X 42
S.H.
2440
N/A
28 X 48
S.H.
2640
N/A
30 X 48
S.H.
2650
N/A
30 X 60
S.H.
3014
37 1/2 X 16 1/2
36 X 16
P.W.
3020
37 3/4 X 24 1/2
36 1/4 X 24
P.W.
3030
N/A
36 X 36
S.H.
3030
37 X 36
36X36
P.W.
3040
N/A
36 X 48
S.H.
3046
N/A
36 X 52 5/8
S.H.
3050
N/A
36 X 60
S.H.
3650
N/A
42 X 60
S.H.
4010
49 X 12
48 X 12
P.W.
4014
49 X 16
48 X 16
P.W.
4020
N/A
48 X 24
P.W.
4030
N/A
48 X 36
S.H.
4040
N/A
48 X 48
S.H.
4050
N/A
48 X 60
S.H.
4060
49 X 72
48 X 72
S.H.
4650
55 X 60
54 X 60
S.H.
5040
N/A
60 X 48
H.R.
6050
73 1/2 X 60 3/4
72 X 60 1/4
P.W.
6060
73 1/2 X 72 1/2
72 X 72
P.W.
2(26)
75 X 72 1/8
N/A
S. H.
25 W/ Circle
Top
38 X 85
36 1/2 X 84 1/2
S.H.
26 w/ Circle
Top
38 X 94
36 1/2 X 93 1/2
S.H.
35 w/ Circle
Top
54 1/8 X 93
52 5/8 X 92 1/2
S.H.
4650 P.W.
55 X 60
54 X 60
P.W.
H24
27 1/2 X 50 5/8
N/A
S.H.
H32
27 1/2 X 26
N/A
S.H.
H33
27 1/2 X 38 3/8
26 X 37 7/8
S.H.
H34
27 1/2 X 50 5/8
26 X 50 1/8
S.H.
H34 w/ Circle
Top
27 1/2 X 67 3/8
25 3/4 X 63
S.H.
H35
27 1/2 X 63
26 X 62 1/2
S.H.
H36
27 1/2 X 72
26 X 711/2
S. H.
n^11n1 t!! � I
WALL
PLAN VIEW
1 CONTROL JOINT DETAIL
[ EZALE: N.T.5.
2x4 FRAI`
WALL
1/2" DRY
PAPERBACKED
METAL LATH
3 COAT STUCCO FIN15H
(CEMENT PLASTER)
CONTROL JOINT
NQM
TIE LATH TO FLANGE OF CONTROL
JOINT AT (o" O.C. (NO PENETRATIONS
SHALL BE MADE THROUGH THE
CONTROL JOINT FLANGE)
EXTERIOR WALL
SHEATHING
3 STUCCO CONTROL JOINT DETAIL (OVER FRAM
1 SCALE: N.T.5.
— SEAT IN CONCRETE SLAB
CONCRETE SLAB
STUCCO TRADITIONAL
TWO COAT SYSTEM
(CEMENT PLASTER)
MA50NRY WAL STRIKE AND CUT TO A
LINE MIN. I" OR 2" MAX,
BELOW SLAB SEAT
61 STUCCO TERMINATION ON C.M.U. AT FOUNDATION
SCALE: N.T.5.
TUCCO
FRAME
GON5TRUCTION
MA50NRY
CON5TRUCTION
CEMENT PLASTER (STUCCO)
SHEATHING BOARD
5ELF - FURRING LATH
WATER RESISTANT BARRIER (2 LAYER5)
LAP OVER WEEP 5CREED AND BELOW
ENE) OF SHEATHING BOARD
6" SELF ADHE51VE
MEMBRANE TAPE
TERMINATE THE SELF -FURRING LATH
1/8" -1/4" ABOVE THE GROUND OF
THE M.W15.
WEEP 5CREED
CONTROL JOINT
STUCCO FIN16H
A5TM 1063
1,11,4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE TqAN 144 FT. 5Q, (13.4 M SO,) IN AREA
AND NOT MORE THAN AREAS OF 100 FT. 50, (930 M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES,
I.IIA2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, (55M) IN EITHER DIRECTION OR A LENSTH-TO-WIDTH RATIO OF �V2 TO 1. A CONTROL
JOINT $HALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION.
IJIA3 A CONTROL JOINT OR EXPAN51ON JOINT SHALL BE INSTALLED WHERE AN EXPAN61ON JOINT OCCURS IN THE 5A5E EXTERIOR WALL,
2 HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY
1 SCALE: N.T.5.
WATER RE515TANT
SHEATHING
BARRIER (CONTINUOUS
TWO LAYERS M
BEHIND CONTROL JOINT)
5ELF-FURRING V-GROOVE
/FRAME
LATH, CONTINUOUS BEHIND
DISCONTINUOUS
CONTROL JOINT
LATH BEHIND CJ,
GON5TRUCTION
PER A5TM C1063
CONTROL JOINT
LATH ATTACHED TO
ATTACk CONTROL JOINT
FRAMING MEMBERS ONLY
TO LATH WITH GALV. WIRE
TIE, METAL CORRO51ON
CONTROL JOINT
WIRE TIE, OR 15 LB,
LATH 16 REQUIREED) TO
TENSILE STRENGTH ZIP TIE
- -----
BE D15CONTINUOU5
ATTACH CONTROL JOINT
BE1110 TH15 JOINT
1/8" NOMINAL CEMENT
To LATH WITH GALV. WIRE
PLASTER OVER FRAME
TIE, METAL CORRO51ON
CONSTRUCTION (STUCCO)
WIRE TIE, OR 15 LB.
_N
i
- — — SHEATHING BOARD
TEN51LE STRENGTH ZIP TIE
4 1 CONTROL JOINT HORIZONTAL OR
VERTICAL AT FRAME
SCALE: N.T.5.
CONTROL JOINT DETAIL STUD
5 TO STUD WALL DETAIL
SCALE: N.T.5.
WHERE CEMENT PLASTER (STUCCO) 15 TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES
SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RE515TIVE
BARRIER A BOND BREAKER SHALL BE PROVIDED BETWEEN THE WATER RES15TIVE BARRIER AND THE
CEMENT PLASTER (STUCCO) CON515TING OF ONE OF THE FOLLOWING: 1, TWO LAYERS OF AN APPROVED
WATER RE515TANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER RE515TANT BARRIER
OVER AN APPROVED PLASTIC HOUSE WRAP, OR 3. OTHER APPROVED METHODS OR MATERIALS
APPLIED IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS.
it
�HtAIHINU BOARD - NOIt:: 1/8 (3mm)
GAP BETWEEN SHEETS OF PLYWOOD
AND 055 AT VERTICAL AND
HORIZONTAL JOINTS.
WATER RE515TANT BARRIER - 2
LAYERS (SEE NOTES ABOVE FOR
LAYERING OPTIONS)
5ELF-FURRING LATH
LATH NAILED / STAPLED TO FRAMING
MEMBERS MAX. SPACING (VOL,
CEMENT PILASTER BASE !GO�AT.,
(SCRATCH 4 BROWN)
(STUCCO)
FINISH COAT
TEXTURE COAT
E -_ i
0)
r el(a)_
DAVIS BEWS
DESIGN GROVP
150 STATE STREET EAST
OUDRAA& RDRMA 34677
813. 925.1300 TF-L
813. 925. 1800 FAX
VVVVWDAVLSB com
T,kMPA @ E:*2*4�
EST 1994
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SCALE AS NOTED
DATE 10-19-2018
VERSION NO.
100
SHEET NO.
DT3
COLUMN CON5TRUC'
STUCCO
(CEMENT PLASTER)
2 LAYERS WRB
WEEP SCREED
CONCRETE STOOP
COLUMN AT CONCRETE SLAB
5CALE: N.T.5.
BARRIER PAPER
FLA51-11NG
NAILING FIN JAPER
NO 5EALANT----,,,
I u
NOTE:
MAKE SURE THE SHEATHING WRAP LAPS OVER THE TOP
FIN. LEAVE A 1/4" GAP BETWEEN THE EXTERIOR FIN15H
AND THE FLANGE, BUT DON'T CAULK TH15 GAP. WATER
DRAINING FROM ABOVE MUST HAVE A PLACE TO EXIT.
6 FIN WINDOW HEAD DETAIL
50ALE: N.T.5.
COWER BEAD FASTENED WITH
NAILS, SCREWS, OR 5TAPLE5 AT
6" O.C, VERTICALLY-,,\,,
WIRE LATH-J
STUCCO
CEMENT PLASTER
(STUCCO)
INSIDE CORNER
OUTSIDE CORNER
2 STUCCO DETAIL AT CORNERS
1 SCALE: NT5.
BACK CAULK 5ILL DAM ---\
AND 12" UP WALL EACH 51DE
STOP FLASHING HERE INTERIOR
FEEL-AND-5TlCK
MEMBRANE
2 LAYERS
SHEATHING
NOTES:
APPLY A NARROW DAM STRIP TO THE ROUGH SILL BEFORE FLASHING WITH
SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE
3 SILL FLASHING DETAILS
I 5CALE: N.T,5.
EXTERIOR FIN15W
BEAD OF SILICONE
CAULK UNDER
WINDOW FLANGE
SEALANT
STUCCO BAND
BITUMINOUS
MEMBRANE OR FELT BITUMINOUS
5TUGGO BAND MEMBRANE OR FELT
EXTERIOR FIN15H
SILL DETAIL HEADER DETAIL
FIN WINDOWS EX7. CASINGS
SCALE: N.T.S.
STEP 1
INSTALL THE VENT ACCORDING TO THE
MANUFACTURER'5 RECOMMENDATIONS. TRIM
THE HOUSE WRAP A CL05E AS P0551BLE
AROUND THE PERIMETER OF THE VENT.
SELF ADHESIVE
MEMBRANE FLASHING
AT DOORS
BACK CAULK 5ILL
AND 12" UP WALL
EACH SIDE
4 FLASHING DOOR THRESHOLD
I SCALE; N.T.5.
STEP 2
FLASH THE VENT U5IWj THE SAME METHOD 45 WINDOWS. STARTING AT
THE BOTTOM FLANGE: CUT THE FLASHING 50 THAT IT EXTENDS PAST
THE FLANGES BY I" ON BOTH SIDES. MOW APPLY THE FLASHING TO
THE 51DE5 OF THE VENT, REMEMBER TO EXTEND THE FLASHING I" ON
BOTH TOP AND BOTTOM. MAKE SURE TO SMOOTH OUT WRIMKLE5AND
AIR BUBBLES. THE USE OF A J-ROLLER 15 OPTIONAL.
EXTERIOR
PREFAB METAL
DOOR
DOOR THRE5WOLD
FORMED "5EAT" IN
CONCRETE SLAB ACTS
AS PAN FLASHING
IF
SLAB ON GRADE
USE
PLASTIC;
SHIMS
CONCRETE SLAB
UNDER
DOOR
5
FLASHING DOOR THRESHOLD
SCALE: N.T.5.
NOTE:
TH15 TYPE OF INSTALLATION 15 SUITABLE FOR SEVERAL DIFFERENT PENETRATIONS. ALWAYS
USE THE SHINGLING METHOD AND ENSURE A TIGHT SEAL AROUND THE FLANGE/PENETRATION.
8 FRAME WALL FLASHING PENETRATIONS
1 5CALE: N.T.5,
STEP 3
THE FINAL STEP 15 TO INSTALL THE
FLASHING ACRO55 THE TOP. EXTEND THE
FLASHING OUT AT LEAST I" ON BOTH SIDES.
WOOD FRAME
DAVIS BEWS
DESIGN GROVI?
00 SrATE SM= EAST
OUXMA& RAMMA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
VVVVWJDAVlSBE%V&C0M
YAMPA * E>ENJVER-
EST. 1994
CD
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SCALE AS NOTED
DATE 10-19-2018
VERSION NO.
iso
SHEET NO.
DT4
DAVIS BEWS
DESIGN GROVI?
00 SrATE SM= EAST
OUXMA& RAMMA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
VVVVWJDAVlSBE%V&C0M
YAMPA * E>ENJVER-
EST. 1994
CD
0
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DATE 10-19-2018
VERSION NO.
iso
SHEET NO.
DT4
FLASHING REQUIREMENTS
R609.1 General. This section prescribes performance and construction requirements for exterior
windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance
with the fenestration manufacturer's written instructions. Window and door openings shall be flashed
in accordance with Section R703.4. Written installation instructions shall be provided by the
fenestration manufacturer for each window or door.
R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied
over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the
upper layer lapped over the lower layer not less than 2 Inches (51 mm). Where joints occur, felt shall
be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to
the top of walls and terminated at penetrations and building appendages in a manner to meet
the requirements of the exterior wall envelope as described in Section R703.1. The water -resistive
barrier is not required for detached accessory buildings.
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner
to prevent entry of water Into the wall cavity or penetration of water to the building structural framing
components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior
fenestration products shall be sealed at the juncture with the building wall with a sealant complying
with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of
sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The
flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings
shall be installed at the following locations:
CUT HOUSEWRAP AT
450 ANGLE
MODIFIED "I" CUT IN
HOUSEWRAP
LINE OF WINDOW
OPENING
APPROVED HOUSEWRAP OVER -
SHEATHING OVER WD STUD WALL
STEP I
INSTALL 4" WIDE
SELF -ADHERING
STRAIGHT FLASHIP
OVER NAILING FLA
AT IAMBS
EXTEND FLASHING
BELOW SILL FLEXII
FLASHING & MIN 2
THE HEAD
't
17"
TEMPORARILY
FOLD -UP & SE(
HOUSEWRAP (I
TUCK FLAP LIN
AT HEAD
FOLD HOUSE
IN AT IAMBS
SLOPE SILL P
1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to
the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for
subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at
exterior window and door openings shall be installed in accordance with one or more of the following:
1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not
addressed in the fenestration manufacturers instructions, in accordance with the flashing
manufacturers instructions. Where flashing instructions or details are not provided, pan flashing shall
be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in
such a manner as to direct water to the surface of the exterior wall finish or to the water resistive
barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection
at the head and sides.
2. 1.2.In accordance with the flashing design or method of a registered design professional.
3. 1.3.In accordance with other approved methods.
4. 1.4.In accordance with FMA/AAMA 100, FMAJ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA
300 or FMIA/AAMA/WDMA 400.
2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with
projecting lips on both sides under stucco copings.
3. 3.Under and at the ends of masonry, wood or metal copings and sills.
4. 4.Continuously above all projecting wood trim.
5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame
construction.
6. 6.At wall and roof intersections.
7. 7.At built-in gutters.
INSTALL 4" -
SELF -ADHERING
FLASHING OVER
WINDOW FIN HEAD
EXTEND SELF -ADHERING --J
FLASHING 1" MIN BEYOND
JAMB FLASHING I
STEP 7
TYPICAL WINDOW FLASHING INSTALLATION DETAILS
ill
MIN
NLIGN FLASHIN(
NI INT. EDGE 0
3ILL R.O.
1ECHANICALLY
:ASTEN FANNEE
:_DGES. (CAP NA
,TAPLES) PER M
:NSTRUC-nONS
:NSTALL 6" WID
3ELF-ADHERING
:LASHING AT SI
:XTEND FLEX FL
)OWN THE SILL
FOLD HOUSEWRAP
DOWN.CONSTRUCTI
TAPE ACROSS HEAD
WINDOW & THEN
DIAGONAL CUT
A. CONTINUOUS
) BACK OF WIND
;E IN LINE W/
IOLES OR SLOTE
INSTALL WINE
PLUMB, LEVEL
SQUARE PER I'l
WRITTEN INS'
NOTE:
1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT
WITH ASTM E 2112 METHOD A-1 EXCEPT SELF -ADHERING
FLASHINGS ARE USED
2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP,
SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING
CONSTRUCTION.
3. INSTALL ALL MATERIALS PER MANUFACTURER!S WRITTEN
SPECIFICATIONS
WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
TYPICAL WINDOW & DOOR FLASHING
INSTALLATION DETAILS PREPARED IN
ACCORDANCE WITH FBC APPROVED
SPECIFICATIONS.
SEAL WIND
SEAL WINDOW FRAME TO
INSIDE OF R.O. W/ SEALANT AT
INSIDE OF
SILL AND A
SILL AND A MIN 6" UP BOTH
IAMBS To,
IAMBS TO FORM A BACK DAM.
SEAL BALM
SEAL BALANCE OF FRAME WITH
SEALANT OR NON -EXPANDING
SEALAN _ r 0
FOAM (PRO
FOAM (PROVIDE BACKER ROD
WHERE REQUIRED)
SELF -ADHERING FLEXIBLE
X" �5�FLASHING AT SILL, FLUSH
'TO INTERIOR FRAMING.
INTERIOR VIEW
STEP 9
NTS
DAVIS BEWS
DESIGN GROW
L50 STATE STR= EAST
OUD&ML, FWRMA 34677
813. 925.1300 Tr=L
813. 925. 1800 FAX
VVWWDAVLSBEWS.00M
T,*.�A * OlE7,4�
EST. 1994
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SCALE AS NOTED
DATE 10-19-2018
VERSION NO.
100
SHEEr NO.
DT5n 1
DOOR HEADER
(RE: STRUCTURAl
(RE: STRUCTURAL
SHEATHING ATTA
STUDS
INSTALL 4" WIDE
SELF -ADHERING
MEMBRANE FLASHING
OVERLAPPING DOOR
FRAME 1/4"
EXTEND SELF -ADHERING -
MEMBRANE FLASHING 1" MIN
BEYOND JAMB FLASHING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
LINE OF DOOR OPENING
CUT HOUSEWRAP AT
450 ANGLE -
STEP 2
FOLD HOUSEW
AND AROUND.'
AND HEAD
MECHANICALL)
FASTEN FANNE
EDGES. (CAP N
STAPLES) PER
INSTRUCTIOW
INSTALL 6" WI
SELF-ADHERIN
FLASHING AT �
EXTEND FLEX F
DOWN THE SIL
INSTALL 4" WIDE
SELF -ADHERING
MEMBRANE FLASH]
OVER DRIP CAP
NAILING FLANGE
STEP 3
STEP
6
STEP 7
STEP 8
TYPICAL EXTERIOR DOOR
TAPING/FLASHING
INSTALLATION DETAILS
- OUTSWING &
FIXED FRENCH DOORS
APPROVED HOUSEWRAP OVER —
SHEATHING OVER WD STUD WALL
LINE OF DOOR
OPENING
CUT HOUSEWRAP
Y,
Y
I,A
Y
STEP 1
TYPICAL EXTERIOR DOOR TAPIN
FOLD HOUSEWRAP IN
AND AROUND JAMBS
INSTALL DOOR PLUMB, -
LEVEL AND SQUARE PER
MANUFACTURER'S WRITTEN
INSTRUCTIONS
SET THRESHOLD IN BED OF
SEALANT
APPLY SEALANT AT JAMBS, -
FRONT EDGE AND INTERIOR
EDGE OF THRESHOLD
Y
A
-A
Yl
-A A
Y
Y.-
14,
"111� STEP 2 STEP 3
FLASHING INSTALLATION DETAILS - INSWING & FIXED FRENCH DOORS
INSTALL DOOR PLUMB,
LEVEL AND SQUARE PER
MANUFACTURER'S
WRITTEN INSTRUCTIONS
SET THRESHOLD IN BED
OF SEALANT
APPLY SEALANT AT
CORNERS AND FRONT
EDGE OF THRESHOLD
INSTALL 4" WIDE
SELF -ADHERING
FLASHING OVERLA
DOOR FRAME 1/4"
STEP 4
SEE DOOR DETAILS FOR
FINISH[TRIM DETAILS
STEP 9
%a 1 1. F_ m?
INSTALL 6" WIDE
SELF -ADHERING MEMBRANE
FLASHING OVERLAPPING DOOR
FRAME 1/4"
INSTALL 4" WIDE
SELF -ADHERING FLASHING
OVERLAPPING DOOR
FRAME 1/4"
EXTEND SELF -ADHERING
FLASHING 1" MIN BEYOND JAMB
FLASHING
STEP 5
NOTE:
TYPICAL WINDOW & DOOR FLASHING
INSTALLATION DETAILS PREPARED IN
ACCORDANCE WITH FBC APPROVED
SPECIFICATIONS.
-A
k x '
STEP 5
Y,
'v
MIN
exx
NTS
NTS
- 12.
DAVIS BEWS
DESIGN GROVP
L50 STATE STKEET EAST
OUDWA& RDMA 3077
80. 92-5. L300 TEL
80. 925. 1800 FAX
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EST. 1994 c- �--
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SCALE AS
NOTED
DATE 10-19-2018
VERSION NO.
loo
SHEET NO.
DT5 m 2
SHEATHING WRAP AND FLASHING:
THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF:
SECTION R10313 WATER-RE515TIVE BARRIERS
ALL SHEATHING WRAP MUST BE INTEGRATED WITH FLASHING
MATERIALS. IT'5 NOT ENOUGH TO WRAP A HOUSE, AND THEN TO
SIMPLY X-CUT THE OPENINGS AND FOLD THE FLAPS INSIDE.
FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS WHEN
INSTALLING ANY SHEATHING WRAP,
A5PHALT-5ATURATEE) FELT:
COMMONLY AVAILABLE IN TWO WEIGHTS, ASPHALT FELT, OR
"BLACK PAPER" 15 MADE FROM CORRUGATED PAPERS MIXED
WITH 5AWDU5T AND AN ASPHALT RESIN,
WHEN CH005ING NO, 15 FELT, LOOK FOR MATERIAL RATED A5TM
D486� OR A5TM D226 STANDARD, WHICH ENSURES A WEIGHT OF
AT LEAST 11.5 L56, PER SQUARE.
PLASTIC HOUSE WRAP:
PLASTIC POU5EWRAP5 TYPICALLY MADE OF POLYOLEFIN
FABRIC- EITHER POLYETHYLENE OR POLYPROPYLENE. THE
PRIMARY DIFFERENCE IN HOUSEWRAPS 15 WHETHER OR NOT THEY
ARE PERFORATED:
1.) PERFORATED PRODUCTS ARE MADE FROM A VAPOR -TIGHT
PLASTIC, AND THEN NEEDLE -PUNCHED TO ALLOW THE WRAP TO
"BREATHE" (ALLOW VAPOR TO PA65 THROUGH). UNFORTUNATELY,
THESE HOLES AL50 ALLOW LIQUID WATER TO SEEP THROUGH,
PARTICULARLY WHEN THE SIDING 15 PRESSED TIGHT AGAINST IT.
THE HOU5EWRAP WILL SLOW THE SEEPAGE BUT WILL NOT BLOCK
IT ENTIRELY,
2.) NON -PERFORATED HOU5EWRAP6 ARE MADE FROM PLASTIC
FIBER THAT ALLOWS VAPOR TO PA55 BETWEEN THE FIBERS.
THESE GENERALLY PEI;T-ORM MUCH BETTER THEN PERFORATED
PRODUCTS AT RE515TING LIQUID WATER, WHICH SHOULD BE
CONSIDERED THEIR PRIMARY TASK
LEACHING:
HOU5EWRAP5 ARE 5U5CEPTIBLE TO DAMAGE FROM
EXTRACTIVES THAT CAN LEACH FROM WOOD 51DIN65 MATERIALS,
PARTICULARLY CEDAR AND REDWOOD. TH15 CAN BE
PREVENTED IN TWO WAYS:
1.) INSTALL 51DING ON BATTENS TO CREATE AN AIR GAP, WHICH
REDUCES CONTACT BETWEEN THE SHEATHING WRAP AND 51DING.
2.) BACK -PRIME ALL WOOD 51DING MATERIALS, TP15 REDUCES
LEACHING AND BLOCKS M015TURE FROM MOVING THROUGH THE
SIDING AND BL15TERING THE FINISH,
INSTALLING SHEATHING WRAP:
THE PRIMARY PURP05E OF HOUSE WRAP 15 TO STOP WATER
AIR-5EALIWG AND VAPOR CONTROL ARE SECONDARY.
1.) USE SHEATHING WRAP OR FELT PAPER ON ALL HOUSES, NO
MATTER WHAT KIND OF SIDING 15 USED.
2.) THE WRAP SHOULD BE CONTINUOUS: AVOID A PATCHWORK OF
SMALL PIECES, REVIEW FLASHING DETAILS, AS 50ME FLA5HING6
(SUCH AS TH05E AROUND ELECTRICAL FIXTURES, MECHANICAL
PENETRATIONS, ETC.) SHOULD BE INSTALLED CONCURRENT WITH
SHEATHING WRAP,
3.) LAP UNDER COURSES OF HOUSEWRAP OVER LOWER COURSES
4 INCH AND LAP VERTICAL SEAMS 12 INCHES. CODE REQUIRES A
HORIZONTAL LAP OF 6 INCHES.
4.) DO NOT X-CUT SHEATHING WRAP AT OPENINGS. INSTEAD, I -CUT
THE SHEATHING WRAP, RUNNING THE KNIFE ALONG THE ROUGH
OPENING AT THE HEAD OF THE SILL, AND THEN SLITTING
VERTICALLY IN THE CENTER OF THE OPENING.
5.) IF THE WALLS ARE LAPPED WHILE THEY ARE LYING ON THE
DECK BEFORE STANDING THEM UP, BE SURE TO ADD A COURSE
OF SHEATHING WRAP TO COVER THE RIM JOIST. REMEMBER, TH15
COURSE MUST LAP UNDER THE SHEATHING WRAP ABOVE IT.
(o.) ALWAYS WRAP GABLE ENDS. TH15 PART OF A HOUSE SEES A
LOT OF EXP05URE TO WIND -DRIVEN WATER
1.) ADD A SECOND LAYER OF SHEATHING WRAP ALONG INSIDE
AND OUT51DE HOUSE CORNERS, LAPPING AT LEAST � IN. (AN
EVEN MULTIPLE OF 3(o-IN. WIDE ASPHALT FELT) ON EACH WALL.
8,) CONTROL 5PLA5H5ACK BY SLOPING THE GRADE AROUND
THE HOUSE AND KEEPING 51DING AT LEAST 8 INCHES ABOVE
GRADE. AT DECKS AND STOOPS WHERE 5PLA5HBACK MAY BE
A PROBLEM, USE A WIDE PEEL-AND-5TICK FLASHING MEMBRANE
MAKE SURE THE MEMBRANE LAP5 UNDER THE SHEATHING WRAP
ABOVE IT,
9.) ALL FLASHING (FOR WINDOWS, DOORS, DECK LEDGERS,
ELECTRICAL FIXTURES, VENT, PIPES, AND CANTILEVERED
BEAMS) MUST LAP UNDER THE SHEATHING WRAP ABOVE IT, DO
NOT RELY ON TAPE TO SEAL THE FLASHING,
TAPING HOUSE WRAP:
MANUFACTURES OF PLASTIC HOU5EWRAP RECOMMENDED TAPING
ALL 5EAM5 TO BLOCK AIR LEAKAGE THROUGH WALLS.
TAPE SHOULD BE TYPE RECOMMENDED BY SINGLE
SOURCE" SYSTEM,
50ME TAPE 15 USEFUL FOR STOPPING WATER LEAKS BY
REPAIRING RIPro (PARTICULARLY TEARS AROUND STAPLES) AND
FOR SECURING THE WRAP TO FLASHING BEFORE THE SIDING 15 IN
PLACE,
DO NOT PATCH OVER HOU5EWRAP AND RELY ON THE
5TICKINE56 OF THE TAPE TO SEAL THE PATCH. ALWAYS LAP
HOU5EWRAP AND FLA5HING6 UNDER THE PIECE OF SHEATHING
WRAP ABOVE.
DRAINAGE PLANE:
WEEP 5CREED5 AND CONTROL JOINTS CONTINUED:
FIN1514-COAT THICKNESS:.
ALL STUCCO SYSTEMS APPLIED OVER FRAMED
OVER THE INTERSECTION BETWEEN DIFFERENT TYPES OF
THE FIN15H COAT 15 ONLY ABOUT 1/8 INCH THICK IT
SUBSTRATES SHALL INCORPORATE A DRAINAGE PLANE
CONSTRUCTION, SUCH AS THE JOINT BETWEEN WOOD
SHOULD BE APPLIED AS EVENLY AS P05515LE TO
FRAMING AND A BLOCK WALL.
ENSURE UNIFORM DRYING,
SHEATHING WRAP FOR STUCCO:
ON TALL WALLS AND LONG RUNS, APPLIED VERTICALLY
OR HORIZONTALLY TO BREAK UP WALL AREAS INTO
ALL STUCCO SYSTEMS REQUIRE SHEATHING WRAP - THE
SMALLER SECTIONS (LESS THAN 18 FEET),
MIX PROPORTIONS;
PREFERRED WAY 15 DOUBLE LAYERS OF HOUSE WRAP
SIMILARLY, CA51NG BEAD AND CORNER BEAD HELP TO
UNDER 5ELF-FURRED LATH, PAPER BACKED LATH
CREATE EXPAN51ON JOINTS AT CRITICAL INTERSECTIONS:
INCONSISTENT MIXING WILL RESULT IN OBVIOUS
COULD BE USED AS THE SECOND LAYER.
OUT51DE CORNERS ARE BEST DETAILED WITH COFNER
DIFFERENCES IN COLOR, TEXTURE, AND STRENGTH WHICH
PAPER -BACKED LATH SHOULD NOT BE CON51DERED A
5EAD,
CAN CAUSE THE BATCHES TO FAIL. MAKE EVERY EFFORT
SUBSTITUTE FOR WELL -DETAILED SHEATHING WRAP.
TO KEEP MIX PROPORTIONS AND TIMES BETWEEN COATS
LAP LOWER COURSES OF SHEATHING WRAP UNDER UPPER
INSIDE CORNERS SHOULD BE FLASHED WITH TWO LAYERS
CONSISTENT,
COURSES 50 WATER WILL DRAIN DOWN AND OUT, AND
OF SHEATHING WRAP OR FLEXIBLE FLASHING, AND THEN
FLASH ALL OPENINGS, FOLLOWING THE FLASHING
CA51NG BEAD SHOULD BE APPLIED VERTICALLY TO
MIX IN A MECHANICAL MIXER FOR 3-5 MINUTES AFTER THE
GUIDELINES PER THE (oth EDITION (2011) FLORIDA
CREATE AN EXPAN51ON JOINT. WHILE THE FLASHING
ADDITION OF THE LAST INGREDIENTS.
BUILDING WDE-RESIDENTIAL.
SERVES AS THE M06T IMPORTANT WATER SEALING
PROTECTION, THE JOINT BETWEEN THE TWO CA51NG BEADS
CURING AND TIME BETWEEN STUCCO COATS:
SHOULD HAVE BACKER ROE) AND CAULKED WITH
INSTALLATION:
HIGH -QUALITY URETHANE SEALANT, AS A FIRST LINE OF
PROVIDE SUFFICIENT M015TURE IN THE PLASTER MIX OR
WHERE METAL PLASTER BASE WITH BACKING 15 USED, THE
DEFENSE.
BY M015T OR FOG CURING TO PEF411T CONTINUOUS
VERTICAL AND HORIZONTAL LAP JOINTS SHALL BE WR5 TO
HYDRATION OF THE GEMENTITIOU5 MATERIALS. THE M05T
WR5 AND LATH TO FLANGE. LATH SHALL BE APPLIED WITH
APPLY CA5ING BEAD (ALSO CALLED "J" BEAD), AT THE
EFFECTIVE PROCEDURE FOR CURING AND TIME BETWEEN
THE LONG DIMEN51ON AT RIGHT ANGLES TO THE SUPPORTS,
JOINT BETWEEN ANY D1551MILAR MATERIALS - AROUND
COATS WILL DEPEND ON CLIMATIC AND JOB CONDITIONS.
UNLE55 OTPERW15E SPECIFIED.
WINDOW FLANGES, WHERE STUCCO MEETS A BRICK
LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS
CHIMNEY, OR AT THE TOP OF A WALL WHERE STUCCO
501CIENT TIME BETWEEN COATS 5WALL BE ALLOWED TO
BUT SHALL BE STOPPED AND TIED AT EACH SIDE. LATH
MEETS A SOFFIT OR FRIEZE BOARD, USE CONTROL JOINT
PERMIT EACH COAT TO CURE OR DEVELOP ENOUGH
SHALL BE ATTACHED TO FRAMING MEMBERS WITH
OR EXPAN51ON JOINT AT MA50NRY/FRAME WALL
RIGIDITY TO RE515T CRACKING OR OTHER PHY51CAL
ATTACHMENTS SPACED NOT MORE THAN 1 INCHES ON
CONNECTIONS.
DAMAGE WHEN THE NEXT COAT 15 APPLIED.
CENTERS ALONG SUPPORTS,
THE TIMING BETWEEN COATS WILL VARY WITH CLIMATIC
FOUNDATION WEEP 5GREED SHALL BE INSTALLED AT THE
TEXTURED FIN15H OVER MA50NRY: (STUCCO FINISH)
CONDITIONS AND TYPES OF PLASTER BASE.
BOTTOM OF ALL FRAMED EXTERIOR WALLS, BELOW THE
TEMPERATURE AN[) RELATIVE HUMIDITY EXTEND OR
FLOOR LINE. WHERE WALL 15 SUPPORTED BY A FLOOR OR
TEXTURED FIN15H 5Y5TEM5 APPLIED IN ACCORDANCE
REDUCE THE TIME BETWEEN CONSECUTIVE OPERATIONS.
FOUNDATION, GROUND OF WEEP 5GREED SHOULD BE MIN, I"
WITH A5TM C S26 AND C 1063.
COLD OR LET LEATHER LENGTHENS AND HOT OR DRY
OR MAX, 2" BELOW F.F.E..
WEATHER SHORTENS THE TIME PERIOD. MODERATE
LATH ATTACHMENT:
EXTERIOR PL45TER:
THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF:
CHANGES IN TEMPERATURE AND RELATIVE HUMIDITY CAN
THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF:
SECTION R103.11 PLASTER
BE OVERCOME BY PROVIDIWG ADDITIONAL HEATING
SECTION R103.1.1 LATH
MATERIALS DURING COLD WEATHER AND BY REDUCING
RESISTANCE TO RAIN PENETRATION 15 IMPROVED WHERE
THE A55ORPTION OF THE BASE BY PRE -WETTING DURING
1. 51DE LAPS OF METAL PLASTER BASES SHALL BE WIRE TIED.
PLASTER HAS BEEN ADEQUATELY DEN51FIED DURING
HOT OR DRY WEATHER
THEY SHALL BE ATTACHED BETWEEN SUPPORTS AT INTERVALS
APPLICATION AND PROPERLY CURED. PL45TER SHALL
NOT MORE THAN 9 INCHES.
NOT, HOWEVER, BE CON51DERED TO BE "WATERPROOF".
IN ORDER TO PROVIDE MORE INTIMATE CONTACT AND
PREFABRICATED CONTROL JOINT MEMBERS SHALL BE
BOND BETWEEN COATS AND TO REDUCE RAPID WATER
2. EXPANDED METAL LATP SHALL BE LAPPED Y2 INCHES (12,71 mm)
INSTALLED PRIOR TO THE APPLICATION OF PLASTER
LOSS, THE SECOND COAT SHOULD BE APPLIED AS 50ON
MIN, AT THE SIDES. LAP METAL LATH I INCH (25 mm) AT ENDS.
THE CREATION OF A GROOVE OR CUT IN PLASTER SHALL
AS THE FIRST COAT 15 SUFFICIENTLY RIGID TO RE515T
WHERE END LAPS OCCUR BETWEEN THE FRAMING MEMBERS, THE
NOT BE CONSIDERED A CONTROL OR EXPAN51ON JOINT.
CRACKING, THE PRESSURES OF THE SECOND COAT
ENDS OF THE SHEETS OF ALL METAL PILASTER BASES SHALL BE
APPLICATION, AND THE LEVELING PROCESS.
LACED OR WIRE TIED.
STUCCO: (THREE COAT)
THE AMOUNT OF WATER AND THE TIMING FOR CURING
3. WHERE METAL PLASTER BASE WITH BACKING 15 USED, THE
PORTLAND CEMENT PLASTER WILL VARY WITH THE
VERTICAL AND HORIZONTAL LAP JOINTS SHALL BE WRB TO WRB
TRADITIONAL THREE -COAT STUCCO CON515T5 OF THREE
CLIMATIC CONDITIONS, THE TYPE OF BASE, AND USE OR
AND LATH TO FLANGE,
SEPARATE LAYERS OF CEMENT PLASTER MATERIALS:
NON USE OF WATER -RETENTIVE ADMIXTURES.
A TROWEL -APPLIED SCRATCH COAT, WHICH 15 APPLIED
4. BACKING SHALL BE LAPPED NOT LE55 THAN 2 INCHES (50 mm),
OVER LATH AND GROOVED TO PROVIDE A KEY WAY FOR
50ME M015TURE MUST BE RETAINED IN OR ADDED BACK
ON WALLS, THE BACKING SHALL BE LAPPED 50 WATER WILL
THE NEXT COAT: A 5AND-FIN15HED BROWN COAT, WHICH
TO FRESHLY APPLIED PORTLAND CEMENT-BA5ED
FLOW TO THE EXTERIOR BACKING SHALL NOT BE PLACED
KEYS INTO THE SCRATCH COAT: AND A FINISH, OR COLOR
PLASTER IF THE RELATIVE HUMIDITY 15 RELATIVELY HIGH
BETWEEN PLASTER BASE (LATH) AND FLANGES OF
COAT.
(ABOVE 15 %), THE FREQUENCY FOR RE -WETTING A
ACCESSORIES. METAL LATH TO METAL FLANGE CONTACT SHALL
THE FIRST TWO COATS OF A THREE COAT 5Y5TEM ARE
SURFACE MAY BE REDUCED. IF IT 15 HOT, DRY, AND
BE REQUIRED TO ENSURE THAT FLANGES ARE MECHANICALLY
MADE OF A 51TE-MIXED CEMENT PLASTER, EACH BATCH
WINDY, THE FREQUENCY OF RE -WETTING MUST BE
LOCKED TOGETHER
CONTAINS MEASURED AMOUNTS OF STUCCO CEMENT,
INCREASED.
5.5PAGING OF ATTACHMENTS FOR METAL PLASTER BASES -
SAND AND POTABLE WATER.
TO HELP REDUCE THE CRACKING THAT 15
CONSIDER THE PHYSICAL CHARACTERISTICS OF THE
ATTACHMENTS FOR SECURING METAL PLASTER BASES TO
COMMON WITH STUCCO, THE BASE MIX CAN BE MODIFIED
STRUCTURE AS WELL AS THE PREVIOUSLY MENTIONED
FRAMING MEMBERS SHALL BE SPACED NOT MORE THAN 6
WITH LIQUID POLYMER ADDITIVES, WHICH INCREASE
CONDITIONS WHEN SELECTING THE METHOD OF CURING.
INCHES O.C. INTO THE FRAMING MEMBERS, FOR DIAMOND MESH
STRENGTH AND IMPROVE CURING, AND WITH CHOPPED
THE METHOD CAN BE ONE OR A COMBINATION OF THE
AND FLAT RIB LATHS AND AT EACH RIB FOR Ya INCH (9.5 mm)
FIBERGLA55 FOR REINFORCEMENT.
FOLLOWING:
R15 LATH,
(1) M015T CURING 15 ACCOMPLISHED BY APPLYING A FINE
61ATH SHALL BE APPLIED WITH THE LONG DIMEN51ON AT RIGHT
SCRATCH COAT:
FOG SPRAY OF WATER 45 FREQUENTLY AS REQUIRED,
ANGLES TO THE SUPPORTS, UNLE55 OTHERW15E SPECIFIED.
GENERALLY TWICE DAILY IN THE MORNING
THE SCRATCH COAT 15 APPLIED DIRECTLY TO A CLEAN
AND EVENING. CARE MUST BE EXERG15ED TO AVOID
1. ENDS OF ADJOINING PLASTER BASES SHALL BE STAGGERED.
BLOCK WALL OR, ON WOOD STRUCTURES OVER WRI5 AND
ER05ION DAMAGE TO PORTLAND CEMENT-BA5ED
GALVANIZED METAL LATH. A METAL 5CARIFING TOOL 15
PLASTER 5URI:ACE5.
USED TO CREATE "5CRATCH" LINES IN THE STILL WET
WEEP SCREED5 AND CONTROL JOINTS:
SURFACE. THE FURROWS CREATE A ROUGH SURF AGE INTO
(2) PLASTIC FILM, WEN TAPED OR WEIGHTED DOWN
WHICH THE BROWN COAT CAN KEY FOR A GOOD BOND.
AROUND THE PERIMETER OF THE PLASTERED AREA, CAN
A WEEP 5CREED AT THE BOTTOM OF THE WALL AND
SCRATCHING SHOULD ALWAYS BE HORIZONTAL AND
PROVIDE A VAPOR BARRIER TO RETAIN THE M015TURE
OVER OPENINGS SERVES TWO IMPORTANT PURPOSES - IT
SHOULD BE 1/4 INCH DEEP.
BETWEEN THE MEMBRANE AND PLA5TER. CARE MUST BE
PROVIDES A 5GREED THAT HELPS ENSURE UNIFORM
EXERC15ED IN PLACING THE FILM: IF TOO SOON, THE FILM
COAT THICKNESS, AND IT PROVIDES A PLACE FOR WATER
5CRATCH-COAT THICKNE55:
MAY DAMAGE 5UR:ACE TEXTURE: IF TOO LATE, THE
THAT LEAKS INTO THE WALL TO ESCAPE.
M015TURE MAY HAVE ALREADY ESCAPED.
THE SCRATCH COAT SHOULD BE APPROXIMATELY 3/8
FOUNDATION WEEP 5GREED AT FRAME WALL5:
INCH TO 1/2 INCH THICK - THICK ENOUGH TO JUST COVER
(3) CANVAS, CLOTH, OR SHEET MATERIAL BARRIERS CAN
THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF:
THE WIRE.
BE ERECTED TO DEFLECT SUNLIGHT AND WIND, BOTH OF
SECTION R103.12.1 WEEP 5CREED5
WHICH WILL REDUCE THE RATE OF EVAPORATION, IF THE
BROWN COAT:
HUMIDITY 15 VERY LOW, TH15 OPTION ALONE MAY NOT
ACCE55ORY USED TO TERMINATE PORTLAND CEMENT BASED
PROVIDE ADEQUATE PROTECTION.
5TUCCO AT THE 50TTOM OF EXTERIOR WALL5. TH15 ACCE55ORY
THE 5RO% COAT (WHICH 15 ACTUALLY GRAY, LIKE
SHALL HAVE A SLOPED GROUND OR 5CREED FLANGE TO
OTHER CEMENT STUCCO), 15 A SMOOTH COAT, USUALLY
PAINTING STUCCO:
FACILITATE THE REMOVAL OF M015TURE FROM THE WALL CAVITY
"RODDED" WITH STRAIGHT EDGES AND WOODEN FLOATS.
AND A VERTICAL ATTACHMENT FLANGE NOT LE55 THAN 3 1/2
IT 15 APPLIED 45 50ON AS THE SCRATCH COAT
NEWLY APPLIED STUCCO SHOULD BE ALLOWED ABOUT
INCHES LONG,
REACHES SUFFICIENT RIGIDITY TO CARRY THE BROWN
30 DAYS TO CURE BEFORE PAINTING, DEPENDING ON THE
INSTALLATION OF EXTERIOR LATH AND FRAMING SHALL COMPLY
COAT. TH1515 USUALLY AT "THUMB PRINT HARD" AND
WEATHER CONDITIONS - TESTING THE PH LEVEL 15 THE
WITH THE APPLICATION REQUIREMENTS OF A5TM C 1063,
CAN BE DONE ON THE SAME DAY.
BEST WAY TO DETERMINE PAINT READINESS. PAINT
MANUR HAVE A MAX, PH LEVEL (APPROX. 10).
STUCCO CONTROL JOINTS:
BROWN COAT THICKNE55:
EX15TING STUCCO 5URFACE5 SHOULD BE POWER-WA5HED
AND ALLOWED TO THOROUGHLY DRY BEFORE PAINTING.
CONTROL JOINTS ALLOW FOR THE THERMAL EXFIAN51ON
THE BROWN COAT 15 COMP05ED OF SLIGHTLY MORE
DO NOT USE A WATER BLASTER, AS THE PRE56URE CAN
AND CONTRACTION OF THE PLASTER MEMBRANE,
5AND THAN THE SCRATCH COAT MIXTURE, AND
DO SEVERE DAMAGE TO THE STUCCO,
CONTROL JOINT SHOULD BE APPLIED OYER THE METAL
THEREFORE IT 15 MORE MANAGEABLE BUT SLIGHTLY
STUCCO SHOULD BE FAINTED ONLY WITH
LATH AT EITHER A MAXIMUM D15TANCE OF 18 LINEAR FEET
WEAKER. IT SHOULD BE APPLIED 1/4 TO 3/5 INCH THICK.
ACRYLIC-BA5ED PAINTS WITH ADEQUATE VAPOR
OR A MAXIMUM OF 144 SQUARE FEET OF STUCCO %f;�FACE.
APPLY THE BROWN COAT EVENLY AS POSSIBLE AN
TRAN51`115510N CHARACTERISTICS, AS THESE PREVENT
UNEVEN BROWN COAT CAN LEAD TO AN INCON515TENT
NEW M015TURE -RELATED PROBLEMS WITHIN THE HOUSE.
THE DEPTH OF THE GROUND OF THE CONTROL JOINT
THICKNE55 IN THE FIN15H COAT, CAUSING 50ME AREAS OF
CONTROL JOINT 5ACKER ROD:
SHOULD BE DE51GNED TO FIN15H FLUSH WITH THAT OF THE
THE FIN15H COAT TO DRY BEFORE OTHERS. THE RESULTS
WEEP 5CREED5 AND PLA5TER5TOP5.
15 A SPLOTCHY OR "MOTTLED" COLOR COAT AND
BACKER ROD SHOULD BE USED TO FILL LARGE GAPS
EXCESSIVE HAIRLINE CRACKING.
AND CONTROL THE DEPTH. M05T BACKER RODS TODAY
LATH SHALL BE D15CONTINUED BEHIND THE CONTROL
ARE MADE OF FOAM AND COME IN DIAMETERS FROM 1/4
JOINT.
FIN15HED COAT:
INCH TO 2 INCH AND UP. CHOOSE A BACKER ROE) THAT 15
OVER THE RIM J015T AT THE INTERSECTION BETWEEN
JUST A LITTLE LARGER THAN THE JOINT 50 IT WILL STAY
FLOORS TO ACCOMMODATE SHRINKAGE IN THE FLOOR
AFTER THE CURING PERIOD, A FIN15H COAT CAN BE
IN PLACE AND ALLOW YOU TO CONTROL THE DEPTH OF
J015T.
APPLIED.
THE SEALANT.
APPLYING SEALANT:
FLASHING VENT PIPE PENETRATIONS;
APPLY TO CLEAN DRY 5UR:ACE5. APPLICATION
VENT PIPES ON WOOD AND ASPHALT ROOFS ARE
TEMPERATURE: 40 DEGREES TO 80 DEGREES. PREPARE
USUALLY FLASHED U51NG A PRE ASSEMBLED METAL PAN
THE SURFACE U51NG THE FOLLOWING 5TRATEGIE5:
WITH A RU55ER BOOT. ORDER THE UNIT ACCORDING TO
SCRAPE, CHIP, OR BRUSH WITH A 5TIFF-BR15TLE BRUSH,
THE OUTSIDE DIAMETER OF THE VENT PIPE. FOR SLATE
AND DUST THE IN51DE OF THE JOINT, OR BLOW IT OUT WITH
AND TILE ROOFS A MALLEABLE LEAD JACKET WILL LAST
COMPRE65ED AIR,
LONGER,
WIPE THE SURFACE WITH A STRONG SOLVENT, SUCH AS
ACETONE OR METHYL ETHYL KETONE, THESE 5OLVENT5
FLEXIBLE FLASHING MATERIALS:
EVAPORATE WATER AND D155OLVE GREASY SUBSTANCES
THAT CAN RETARD ADHESION.
FLEXIBLE FLASHING- 5ELF-ADHERING BITUMINOUS
TOOL EVERY CAULK JOINT. THE BEST TOOL 15 A STEEL
TAPE-5HOULD BE USED TO FLASH ALL OF THE FOLLOWING:
SPATULA THAT 15 SLIGHTLY SMALLER THAN THE WIDTH OF
EXTERIOR DOOR SILLS: DECK LEDGERS: IN51DE AND OUT51DE
THE JOINT. ACHIEVE A SMOOTH, EVEN APPEARANCE
COFNER5 OF WALL SHEATHING: STUCCO 5HELvE5 AND
WITHOUT 5QUEEZE-OUT ON THE SIDES.
PARAPETS: BELOW GRADE CONCRETE CRACKS: AND WALL
CUT THE NOZZLE OF THE TUBE AT AN ANGLE SLIGHTLY
AREA SUBJECT TO 5PLA5HBACK.
SMALLER THAN THE 51ZE OF THE JOINT,
IN COLD WEATHER, KEEP THE CAULK WARM, AL50 IT MAY
FLEXIBLE FLA5HING5 COME IN SEVERAL VARIETIES, INCLUDING
BE NECE55ARY TO HEAT THE 5URFACE WITH A HEAT GUN.
"PEEL -AND STICK" PRODUCTS, AS WELL AS NON-5TICK
TAKE CARE TO NOT STRIP THE PAINT OF START A FIRE.
PRODUCTS.
ROOFING: FLASHING:
RUBBERIZED FLA5HING5:
LENGTH.
5ELF-ADHE51VE, RUBBERIZED ARE MADE FROM THE SAME
MATERIALS AS THE EAVES MEMBRANES USED TO PREVENT ICE
TO AVOID EXCE551VE EXPAN51ON AND CONTRACTION,
DAM LEAKS. TYPICALLY AVAILABLE IN ROLLS FROM 4-12 IN.
USE 8 FOOT TO 10 FOOT LENGTHS OF METAL, MAXIMUM,
WIDE (BUT 50METIME6 AVAILABLE UP TO 36 IN, WIDE), THESE
FOR VALLEY FLASHING. AVOID USING ALUMINUM, WHICH
FLEXIBLE FLA5PING5 CAN BE APPLIED DIRECTLY TO THE
EXPANDS AT A GREATER RATE THAN OTHER METALS.
SHEATHING, AS LONG AS THE 5URFACE 15 WARM AND
LAP SECTIONS a INCHES MINIMUM.
RELATIVELY CLEAN.
VALLEY CENTERLINE:
THIME55 VARIES FROM 2�- TO 60-MIL5. THE THINNER THE
MATERIAL, THE EA51ER IT CAN BE FOLDED AND TUCKED
WHEN A STEEP ROOF INTER5ECT5 A SHALLOW ONE, WATER
BENEATH SIDING, BUT AL50 THE EA51ER IT WILL TEAR AND
CASCADING DOWN THE STEEP ROOF CAN OVERSHOOT
DEGRADE IN THE SUNLIGHT.
THE VALLEY AND RUN UP BENEATH THE SHINGLES ON THE
SHALLOW ONE. ROOFS LIKE TH16 NEED A VALLEY
CLIMATE CAUTIONS:
FLASHING WITH A CRIMPED CENTERLINE, THE STEEPER
THE ROOF THE MORE CRITICAL THE CRIMP WILL BE.
IN WARM TEMPERATURES, WHEN RUBBERIZED ASPHALT 15 THE
STICKIEST, IT 15 NEARLY IMP0551BLE TO REP051TION IT ONCE
EDGE TREATMENTS:
THE FLASHING HAS TOUCHED THE SURFACE MAKE SURE TO
DRY -FIT BEFORE PULLING THE RELEASE PAPER IT 15 AL50
LIKE ALL ROOF FLASHING, VALLEY FLASHING SHOULD
VERY DIFFICULT TO HANDLE ALONE WHEN IT 15 STICKY.
HAVE HEMMED EDGES. NOT ONLY DO THESE SHED WATER
MORE EFFECTIVELY, BUT HOLDING THE SWINGLE AWAY
IN HOT TEMPERATURES, RJBBERIZED ASPHALT TENDS TO OOZE,
FROM THE FLASHING, THEY PREVENT CAPILLARY SUCTION
MAKING IT ME55Y TO HANDLE. IN SUNBELT AREAS (OR
FROM DRAWING THE WATER UP UNDER THE SHINGLE.
WHEREVER SURFACE TEMPERATURES MAY EXCEED IaO*F), AVOID
U61NG WITH METAL FLA5HING5: THE FLA5HING5 WILL COOK AND
RIDGE TREATMENT:
THE A5PHAULT 50ON DRIES OUT,
VALLEYS THAT MEET AT A RIDGE SHOULD BE SOLDERED
IN COLD WEATHER, 5ELF-ADHEREING FLA5HING5 OFTEN DON'T
TO ONE ANOTHER HOWEVER TH15 CONNECTION MAY
STICK WELL. CHECK THE MANUFACTURER'S MINIMUM APPLICATION
BREAK WHEN THE VALLEY METAL EXPANDS AND
TEMPERATURE. 50ME STICK IN TEMPERATURES BELOW 25'F, BUT
CONTRACTS. BEST PRACTICE CALLS FOR COVERING THE
M05T REQUIRE SURFACE TEMPERATURES OF 40*F OR GREATER
CONNECTION AT THE RIDGE WITH A MOLDABLE PIECE OF
LEAD FLASHING.
COMPATIBILITY:
FASTENER:
DO NOT USE RUBBERIZED ASPHALT AND BUTYL TAPES
TOGETHER ON CONCRETE, MASONRY, OR 05B, RUBBERIZED
METAL VALLEY CAN BE FASTENED WITH NAILS OR CLEATS
FLA5HING5 MAY NOT STICK WELL UNLE55 A PRIMER 15 APPLIED.
AT 2 FEET ON CENTER, CLEATS ARE BETTERt THEY WILL
ON THESE 5URFACE5, A BUTYL FLASHING WORKS BETTER,
NOT BECOME FATIGUED AND SHEAR WHEN THE METAL
EXPANDS AND CONTRACTS,
POLY VS. FOIL: RUBBERIZED FLA5PING5 TYPICALLY COME WITH
WHEN U51NG NAILS, PLACE THEM AT LEAST 5 INCHES AWAY
A POLYETHYLENE OR FOIL COVERING TO PROTECT THEM FROM
FROM THE VALLEY CENTER TO PREVENT LEAKS.
SUNLIGHT. POLY -COVERED PRODUCTS NEED TO BE COVERED
FROM SUNLIGHT WITHIN 30 TO 90 DAY5i FOIL -COVERED TAPES
VALLEY TREATMENT:
HAVE NO EXACT EXP06URE LIMITATIONS BUT EVENTUALLY WILL
DRY OUT AND BECOME BRITTLE, ANY SHIFT IN 5UI;TACE
METAL VALLEYS SHOULD BE FABRICATED FROM NO LE55
MOVEMENT WILL PULL AT THE BOND UNTIL EITHER THE BOND
THAN NO. 28-GAUGE CORRO51ON SHEET METAL.
FAIL5 OR THE MEMBRANE CRACKS.
ASPHALT SHINGLES, VALLEY FLASHING MUST EXTEND AT
LEAST 8 INCHES ON EITHER 51DE OF THE CENTERLINE.
EXP05EID APPLICATIONS: IN PERMANENTLY EXP05ED
WOOD SHINGLES, THE WING OF THE VALLEY MUST EXTEND
APPLICATIONS, USE AN EPDM FLASHING TAPE INSTEAD OF AN
10 INCHES EACH 51DE OF CENTERLINE.
INEXFIEN51VE FLEXIBLE FLASHING MATERIAL. THE DRAWBACK
SLATE, TILE, AND WOOD SHAKES, A VALLEY MUST EXTEND
WITH EPDM TAPE 15 THAT IT'5 EXPENSIVE, AS WELL AS QUITE
11 INCHES EACH SIDE OF CENTERLINE.
THICK ( ABOUT 10-MIL.), MAKING IT AWKWARD TO FOLD INTO
SMALL AREAS.
SECTION OF ROOF FLASHING MUST HAVE AN ENE) LAP OF
AT LEAST 4 INCHES FOR WOOD SHINGLES AND SHAKES,
BUTYL RUBBER FLA5HING5:
AND AT LEAST 6 INCHES FOR $LATE AND TILE ROOFS.
DO NOT USE 13UTYL FLASHING NEAR ANY A5PHALT-BA5ED
PRODUCTS. THE BUTYL AND THE ASPHALT PRODUCTS
FRONT WALL FLASHING:
WILL BOTH DRY OUT FASTER AND L005E THEIR ADHESION.
INSTALL UP THE ROOF UNTIL YOU REACH THE 545E OF
NONSTICK FLA5PING5:
THE VERTICAL WALL. ADJUST THE EXF105URE OF THE LAST
FEW COURSES, IF NECESSARY, 50 THE LAST COURSE 15 AT
NOT ALL FLEXIBLE FLA5HING5 ARE 5ELF-ADHERING. 50ME MUST
LEAST 8 INCHES WIDE.
BE SECURED WITH STAPLES OR ROOFING NAILS. WHILE
CUT AND BEND A CONTINUOUS METAL FLASHING STRIP
GENERALLY THINNER AND THE QUICKEST WAY TO DETERIORATE
THAT EXTENDS AT LEAST 5 INCHES UP THE VERTICAL
IN SUNLIGHT, THESE ARE OFTEN THE BEST CHOICE FOR APPLYING
WALL AND AT LEAST 4 INCHES OVER THE LAST SHINGLE
BENEATH 51DING AND TRIM IN CON515TENTLY COLD
COURSE,
TEMPERATURES, OR WHEN THE 5UWACE 15 ROUGH AND
WHEN INSTALLING THE METAL FLASHING STRIP OVER THE
DIRTY-FACTOR5 THAT CAN DIMIN15H THE BOND OF
LAST SHINGLES, EMBED IT IN ROOFING CEMENT AND NAIL
PEEL-AND-5TICK FLA5HING5. COVER NONSTICK FLASHING AS
IT To THE ROOF ONLY,
50ON AS P0551BLE TO PROTECT IT FROM SUNLIGHT,
DO NOT NAIL THE FLASHING STRIP TO THE WALL.
APPLY AN ADDITIONAL ROW OF 5HINGLE5 - TRIMMED TO
DRAINAGE PLANE:
THE WIDTH OF THE FLASHING - OVER THE FLASHING AND
EMBEDDED IN ASPHALT PLASTIC ROOFING CEMENT.
AN AIR SPACE BEHIND THE SIDING (1/4-TO 3/8-INCHE5 15
ENOUGH) WILL ALLOW WATER TO DRAIN AND THE BACKSIDE OF
51DEWALL FLASHING:
SIDING TO DRY.
SHINGLE ROOFS (ASPHALT, 5LATE, OR WOOD) THAT BUTT
WELL DRAINED WALL SYSTEMS:
AGAINST VERTICAL WALLS ARE BEST PROTECTED BY
METAL STEP FL45HING PLACED OVER THE END OF EACH
DIFFERENT 51DING5 CALL FOR DIFFERENT DRAINAGE DETAILS.
SHINGLE COURSE.
TYPICAL DETAILS FOR WELL -DRAINING WALLS ARE SHOWN FOR
DIFFERENT TYPES OF 51DING:
CUT STEP FLASHING PIECES To BE 10 INCHES LONG AND 2
INCHES WIDER THAN THE SHINGLE EXPOSURE EG. 1
BOARD 51DING, SHAKE AND SHINGLE 51DIING AND VINYL SIDING.
INCHES FOR ROOF SHINGLES WITH A 5 INCH EXPOSURE,
IN EACH CASE, AN AIR SPACE MUST BE CREATED BEHIND THE
BEND THE 10 INCH LENGTH TO EXTEND 5 INCHES OVER
61DING AND AN EXIT PROVIDED FOR THE WATER TO DRAIN OUT,
THE ROOF DECK AND 5 INCHES UP THE WALL 5URFACE,
FLASHING DETAILS:
1.) NEVER RELY ON THE 5TICKINE55 OF PEEL-AND-5TICK
FLA5HING5 FOR SHEATHING: THE BOND 15 UNLIKELY TO LAST
OVER THE LIFE-5PAN OF THE HOUSE.
2.) ALWAYS LAP FLASHING UNDER THE SHEATHING WRAP ABOVE.
FLASHING WINDOWS:
DO NOT X-CUT SHEATHING WRAP AT OPENINGS. INSTEAD I -CUT
THE SHEATHING WRAP, RUNNING THE KNIFE HORIZONTALLY ALONG
THE ROUGH OPENING AT THE HEAD OF THE SILL, THEN SLITTING
VERTICALLY IN THE CENTER OF THE OPENING. TH15 WAY, THE
WINDOW FLANGE CAN BE SLIPPED UNDER THE SHEATHING WRAP
WHEN INSTALLING THE WINDOW.
SILL DETAILS: INSTALL A BEVELED CANT STRIP OR NARROW
DAM STRIP TO THE ROUGH OPENING SILL, THEN WRAP THE 5ILL
WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE.
MAKE SURE TH15 MEMBRANE DRAPES OVER THE SHEATHING
WRAP BELOW.
ALL SHEATHING WRAPS MUST BE INTEGRATED WITH FLASHING
MATERIALS. T5 NOT ENOUGH TO WRAP A HOUSE, AND THEN
SIMPLY X-CUT THE OPENINGS AND FOLD THE FLAPS INSIDE,
FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS WHEN
INSTALLING ANY SHEATHING WRAP.
WINDOW AND DOOR SPLINES:
WINDOWS AND DOORS SHOULD BE FLASHED WITH FELT PAPER
OR FLEXIBLE FLASHING SPLINES. THE SPLINES SHOULD BE
INSTALLED AFTER THE 5ILL FLASHING, AND THE SHEATHING WRAP
SHOULD 60 ON AFTERWARDS OR BE SLIT 50 IT LAPS OVER THE
SPLINES.
FLANGED WINDOW HEADS DO NOT NEED ADDITIONAL FLASHING.
THE NAILING FIN WILL DO A GOOD JOB SEALING THE HEAD IF IT
CAN BE TUCKED BENEATH THE SHEATHING WRAP WHEN THE
WINDOW 15 INSTALLED. LEAVE A 1/4-IN. GAP BETWEEN THE
SIDING AND THE WINDOW ALONG THE HEAD, BUT DO NOT CAULK
TH15 GAP: OTHERWISE, WATER THAT RUNS BEHIND THE SIDING
ABOVE WON'T HAVE A PLACE TO DRAIN.
IF THE FLANGE CANNOT BE TUCKED UNDER THE SHEATHING WRAP
WHEN THE WINDOW 15 INSTALLED, SLIT THE WRAP AND ADD HEAD
FLASHING,
UNFLANGED WINDOWS WILL NEED A ADDITIONAL METAL
Z-FLA5WING ABOVE THE HEAD CASING OR BRICK MOLD. MAKE
SURE TH15 Z-FLA5HING LAPS UNDERNEATH THE SHEATHING WRAP,
MULLED WINDOWS AND WINDOW WALL5 MUST HAVE A CONTINUOUS
HEAD FLASHING: THE MANUFACTURER'5 MULLION COVER WILL
NOT PREVENT WATER FROM RUNNING BETWEEN THE WINDOW UNITS
FROM ABOVE.
ROUND -TOP WINDOWS SHOULD BE FLASHED WITH
PEEL-AND-5TICK FLEXIBLE FLASHING. SLIT THE SHEATHING
WRAP AND SLIP IT UNDEFNEATH, LETTING IT DRAPE OVER THE
WINDOW TOP. THEN CUT THE FLASHING TO CONFORM TO THE
NAILING FIN. RELY ON PROPER LAPPING OF THE FLASHING, NOT
ON CAULK.
FLASHING DOORS:
OVER WOOD FLOORS, DOOR THRESHOLDS SHOULD BE FLASHED
WITH A METAL PAN OR Z-FLA5HING. 5LA55 SHOULD BE FORMED
WITH A "51EAT" TO HOLD THE THRESHOLD.
FLASHING LEDGERS AND BEAMS:
LEDGER FLASHING NEEDS TO BE MORE THAN A Z-FLA5HING
RUNNING ALONG THE TOP EDGE OF THE LEDGER BOARD. USE
METAL COIL STOCK SLIPS UNDER THE SHEATHING WRAP ABOVE
THE LEDGER, AND DRAPES OVER THE SHEATHING WRAP BELOW
THE LEDGER
ALTERNATIVELY, BUILD A DECK COMPLETELY FREE-5TANDING
FROM THE WALL, OR INSERT 5PACER5 BETWEEN THE LEDGER
BOARD AND THE WALL, 50 IT STANDS OUT AND ALLOWS WATER
TO DRAIN FREELY.
CANTILEVERED DECK OR BALCONY JOISTS THAT PROTECT
THROUGH THE WALL FRAMING ARE TROUBLE SPOTS. FLASH WITH
TWO-PIECE FLASHING MEMBRANE.
FL45HING WALL PENETRATIONS:
ELECTRICAL FIXTURES: INSTALL ELECTRICAL BOXES AND
LIGHTING FIXTURES ON HEMMED METAL FLA5HING5 PLATE. DO
NOT TAPE THE PLATE OVER THE SHEATHING WRAPi SLIT THE
SHEATHING WRAP AND TUCK IT BENEATH.
MECHANICAL PENETRATIONS: GAS LINE, CONDUIT, WATER
SPIGOTS, AND SMALL PENETRATIONS SHOULD BE FLASHED WITH
TWO-PIECE METAL FLASHING PLATE. SEAL THE TWO PLATES WITH
"LOW MODULES" URETHANE CAULK
51DEWALL FLASHING:
BECAUSE OF THE VOLUME OF WATER THAT CAN FOUR DOWN A
SLOPED ROOF, ONE OF THE M05T CRITICAL FLASHING DETAILS
OCCURS WHERE A ROOF INTER5ECT5A 51DEWALL. THE ROOF
SHOULD BE FLASHED WITH A STEP FLASHING. WHERE THE ROOF
TEWINATE5, INSTALL A KICK -OUT TO DEFLECT WATER AWAY
FROM THE SIDING. THOUGH NOT ALWAYS P05515LE IN THE
SCHEDULE, IT'5 BE5T TO INSTALL A FULL 36-IN. PIECE OF
RU55ERIZED ASPHALT FLASHING ON THE WALL BEFORE THE
5UBFA5GlA AND TRIM BOARDS ARE NAILED IN PLACE, AND THEN
COME BACK TO INSTALL THE KICKOUT.
DAVIS BEWS
DESIGN GROVP
L50 STATE STRMT EAST
OUDSM& RX)ROA 34677
813. 925.1300 TEL
813. 925. 1800 FAX
VVWW.DAWqNE%V&C0M
TAMPA 9 IDET*4�
EST. 1994
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VERSION NO.
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SHEET NO.
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BASE FLAEE
6" MIN. OA
PANEL
TAPE SEAL
METAL RO(
ROOF FELT
v
Ka
USE A TWO-PIECE METAL FLASHING TO ACCOMMODATE THE DIFFERENTIAL
MOVEMENT BETWEEN WALL5 (OR CHIMNEYS, SKYLIGHTS, AND ROOF
HATCHES) AND METAL ROOF PANELS. FASTEN THE BASE FLASHING TO THE
ROOF PANEL, BUT NOT TO THE =TERFLA5141145.
SLOPE ROOF WALL DUAIL
SCALE: N.T.5.
ARCH / ENTRY
(IF AFFILICABLE)-7
SEE DETAIL OF TRANSITION AT
WALL TO ROOF PLANE ON PC5
gm- — 00
CRICKET - PROVIDE MIN.
SLOPE PER CODE
5 VALLEY / CRICKE7 DE7AIL
SCALE: N.T.5.
UNDER-ATMENT SHINGLE CUT TO FIT
PvER PIPE AND SET IN
A5PHALT PLASTIC CEMENT
VENT PIPE >x
'7,
<
>
BEAD OF ASPHALT
PLASTIC CEMENT
. >
BETWEEN PIPE V
AND FLANGE
<
FROMED FLANGEPLACED
OVER PIPEAND SET IN
ASPHALT PLASTIC CEMENT
NOTE;
VENT PIPES ARE SEALED WITH A NEOPRENE E300T
AND A METAL BASE THAT 15 WOVEN INTO THE ROOF SHINGLES
2 1 VENT PIPE FLASHING
SCALE: N.T.5.
SHEATHING
WR5 HOUSE WRAP
5"x5" DIVERTER FLASHING
W1 120 KICK-OLIT
FLA5WING, EXTEND 1-1/2"
BEYOND ROOF EDGE
WRI5 HOUSE WRAP
6 KICKOUT FLASHING DETAIL - FRAME
SCALE: N.T.5.
UPPER AND 51DE 5WINGLE5
OVER -AP FLANGE. SET IN
ASPHALT PLASTIC CEMENT
LOWER PART OF FLANGE
OVERLAPS LOWER SHINGLES
TAR / BULL
MASTIC OVER
STEP FLASHING
1/8" STUCCO PER
A5TM OVER LATI4
FEEL AND STICK
MEMBRANE BETWEEN
HOUSE WRAP LAYERS
PROVIDE I" CLEARANCE
BETWEEN WALL AND
FASCIA W1 DRIP /
DECKING FOR HOUSE
WRAP, LATH AND STUCCO
51DING ADHERE SHINGLES TRIMMED
TO COVER FLASHING STRIP
NAIL FLASHING STRIP OVER CUTOUTS
IN COURSE BELOW
ASPHALT PLASTIC CEMENT
TOP COURSE AT
5" MIN. LEAST 8" WIDE
4" MIN..
LEAVE GAP
TO CUTOUT
FRONT WALL
ci
Nm
PLAN SHINGLE LAYOUT 50 THAT THE LAST COURSE 15 AT LEAST 8" WIDE. INSTALL CONTINUOUS METAL FLA5wlw,3
OVER THE LAST COURSE AND SET IN ASPHALT PLASTIC CEMENT. DO NOT NAIL THE STRIP TO THE WALL. APPLY AN
ADDITIONAL ROW OF TRIMMED 5I4IWGLE5 SET IN ASPHALT PLASTIC CEMENT.
3 FLASHING AGAINST WALLS
SCALE: N.T.5.
C'M.U.
11 X5 il
W/ 120
FLA5�
BEYC
7 KICKOUT FLASHING DE7AIL - CMU
SCALE: N.T.5.
'P An I M, il I
X5
:ARANCE
AW)
FASCIA W/ DRIP / STUCCO
ROOF SHEATHING
ROOF TRUSSES
FIRE57OPPING
EXTERIOR BLOCK
WALL
DRAFTSTOPPING
IN ACCORDANCE
W1 FB.C.-R SOFFIT
FASCIA
4 RAFTSTOPPING DE7AIL
ILE: N.T.5.
36" WIDE MEMBRANE
EXTRA FASTENER IN
-)F SHINGLE
VALLEY CENTERLINE END C
EXTEND SHINGLE 12" MIN.
_'7 7
BEYOND VALLEY CENTERLINE
NO F45TENER6 WITHIN
'K
6" OF CENTERLINE
<
/UNDERLAYMENT
"CLIP CORNER OF r AND
APPLY SPOT OF A5PHALT"
PLASTIC CEMENT
>
x'
SHINGLES TRIMMED
2" BACK FROM VALLEY
CENTER-INE
8 ASPHALT SHINGLE CLOSED -CUT VALLEY
SCALE: N.T.5.
DAVIS BEWS
DESIGN GROVP
L50 STATE STPJMT EAST
OUXMA& ROMA 34677
813. 925. L300 TEL
813. 925. 1800 FAX
VVWWnAVLq3EWS.C.CM
TAUMPA a E:>�
EST. 1994
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DATE 10-19-2018
VERSION NO.
loo
SHEET NO.
BEws
DESIGN GROUP
L50 STATE STREET EAST
OLI7fi11MR, FL,OR.IDA 346T7
813.925.1300 TEL
813.92.5.1800 FAX
WWW.DAVISBEWS.COM
TAMPA • DErTVER
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DATE : 10-19-2018
VERSION NO.
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SHEET NO.
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I I
NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE
OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE
NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,
ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS
SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR,
PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY
WITH ANSI Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
NG DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD
CLOSET DOOR ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY
STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST
VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE
IS LESS THAN 60 INCHES (1 524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS
5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE
STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS
WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND
WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND
ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A
WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE
PLANE OF THE ADJACENT WALKING SURFACE.
1 1. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A
STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM)
ABOVE THE NOSE OF THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS
LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER
BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS
IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2.
5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE
GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS
AND BE A MINIMUM OF 1)/2 INCHES (38 MM) IN HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4,
ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE
GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS
BACKING SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING
BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING
CODE, BUILDING; AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
GENERAL STRUCTURAL NOTES:
1. CODES & REFERENCES:
1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION.
1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318).
1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5).
1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES JMS 403).
1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES
(ASCE-7).
1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST
EDITION.
1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE
INSTITUTE (TPI) LATEST EDITION.
1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION.
1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION.
2. DESIGN CRITERIA:
2.1. ROOF LOADING:
LIVE 20 PSF
DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE
2.2. FLOOR LOADING:
I- - -
DEAD 15 PSF MIN. (SEE NOTE 2.4)
2.3. RESIDENTIAL BALCONY LOADING:
LIVE 40 PSF
DEAD15PSF
2.4. FINISH MATERIAL DEAD LOAD NOTES:
2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE
TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER.
2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF
ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS.
GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM
MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER
OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC.
2.5. WIND LOADING SEE TABLE FOR CRITERIA.
3. SOIL:
3.1 * MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1.
3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL
BEARING PRESSURE OF 2000 PSF.
3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION.
4. CONCRETE:
4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS.
4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.).
4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.).
4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME
MINIMUM (1.5 LES / CU YD).
4.5. LAP SPLICES & HOOKS SEE TABLE.
5. MASONRY:
5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR
MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER,
COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN
SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE
CONTRACT DOCUMENTS.
5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES:
5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS
PROJECT.
5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI.
5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD.
5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE.
5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE.
5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF
8"-11".
5.3. PRODUCTS:
5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR.
5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN, CONCRETE MASONRY UNIT.
5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.).
5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET.
5.3.5. STAINLESS STEEL IS NOT APPLICABLE.
5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE.
5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE.
5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE.
5.3.9. JOINT FILLERS ARE NOT APPLICABLE.
5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE.
5.4. EXECUTION:
5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE.
5.4.2. ACCESSORIES ARE NOT APPLICABLE.
5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS
ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D..,
5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE
FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5.
MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/Sl, HOWEVER, ALTERNATIVE
ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8--)-,
ANDMICHIGAN CONTROL JOINT'.
6. WOOD FRAMING:
6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE
MANUFACTURER'S ASSOCIATION.
6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP.
6.3. FRAMING WALLS & COLUMNS
6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING
LOCATIONS. UNLESS NOTED OTHERWISE.
6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER.
6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O.
6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X
DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE
U.N.O.
6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF.
6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-O @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE
END WALLS @ 4'-O O.C. MIN.
6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE
ILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE
TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN
THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE.
6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL
DURABLE WOOD.
6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
F.S. 1 1-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2.
6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED
WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING
ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY
THE APA.
6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24"
MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN.
CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE
MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL.
6.6.2. WALL: 7/16" MIN, THICK SUPPORTED OVER 24" MAX. SPAN.
6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24" MAX. SPAN
CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY
REQUIREMENTS..
6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR
EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER.
6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS
& SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.).
6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION.
6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE
WITH NAILING PATTERN PER 107S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR
SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT
TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C. AS PER DETAIL,F,/S2.
7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.1
7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES
7.1.1 E=2,000,000 PSI
7.1.2 Fb=2950 PSI
7.1.3 Ft=1850 PSI
7.1.4 Fc=500 PSI (PERP)
7.1.5 Fc=2700 PSI (PARALLEL)
7.1.6 Fv--285 PSI
GENERAL NOTES:
PRE-ENGINEERED WOOD PRODUCTS:
* ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER
SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO
AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL, CHANGES
MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE
ENGINEER OF RECORD.
0 ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS
ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE
COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE
DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS
FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS.
ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @
THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR
REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION
REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE.
* ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE
HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING
SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE
REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS.
ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS.
0 NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN
STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW
IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER.
a TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL.
0 THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR
SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET.
PRECAST CONCRETE COMPONENTS:
0 THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY
LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE.
ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN
REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF
CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED.
MANUFACTURED PRODUCTS:
0 ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR
ILLUSTRATION PURPOSES7ORLY.- - -
6 THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS
RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE
MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR
INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER
MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES
REQUIRED BY THE SEALED PLANS.
94 NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF
PRODUCT APPROVAL OR ENDORSEMENT.
FRAMING, DRYWALL & TRIM:
0 ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM
FALLING HAZARD.
f ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL
BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL
PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN
THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING
USED, OR U.N.O.
so AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX.S�
2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLO
SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSSIJOIST/BEAM AND SHALL NAIL TO THAT
FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS
HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED
AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB
of AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE
BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT
BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL.
IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH
7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT
BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING
THE HINGE POINT, ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH
TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD.
*0 IF A GUARDRAIUKNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO
THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY
SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD
WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT
THE KNEE WALL.
of ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY
CONTINUOUS.
0* EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3)
0. 1 31 X 3-1/2" TOE NAILS OR EQUAL.
00 UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT
NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR
THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS.
BRICK & STONE:
a BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT
IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY.
:AT MASONRY, USE 6"X13"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS @ 24" O.C. W/ 4" LAP
ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS.
AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS @ 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT
ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS.
0 BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE
TMS 402/ACI 530/ASCE 5 AS APPLICABLE.
:VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS
BRICK/STONE DESIGN IS BY OTHERS.
SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE
BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD
FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT.
: FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE.
BRICKISTONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES,
FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS.
0 THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS
SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR
MIAMI/DADIE NOA.
MOT[: -
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA
DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF
FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE.W.-
lY4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND
EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM
EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED
ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE
COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING.
DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE
DRAWINGS AND CAN NOT BE REVISED.
SPECIFICATION FOR ANCHOR BOLTS
(THE FOLLOWING SHALL APPLY U.N.O.)
0 ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM
EMBEDMENT OF 5".
0 ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT
OF 5".
0 ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM
EMBEDMENT OF 6".
0 ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT
OF 7".
0 ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL.
0 THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY
TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE
NOTATION TO USE SAME.
-
�
ULTIMATE WIND SPEED (Vult) 131a.,B - MPH
NOMINAL WIND SPEED (Va It) 106 MPH
R15K CATEGORY - 11
WIND EXPOSURE C
INT. PRESSURE COEFF. +/- 0.18 ENCLOSED
MAX. MEAN ROOF: HEIGHT 20.0' (ONE STORY)
FCOMPONENTS
�
AND CLADDING INTERIOR ZONE (ULTIMATE)
COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE)
Roof: 6 10 5QFT
+ 2&.1 / -453 P-O,F
ROOF tv 10 SOFT
I
+ 2ro.1 / -Ioro.-IP51F
0 20 SOFT
+ 24.2 / -43A P5'F
0 20 SOFT
+ 24.2 / -151BA PSF
0 50 SOFT
+ 203 / -42.2 PSF
0 50 SQFT
+ 203 / -eO.ro P51F
-S 100 SOFT
+ 18.4 / -41.5 PSF
is 100 SQFT
4. 18A / -63.1 P51F
W
WALL (��) e 10 SOFT
+ 4E�3 / -41B.1 PSF
WALL (:�) 0 10 SOFT
4 453 / -60,& PSF
I--
(:��) 0 20 SCFT
+ 42.2 / -412 P5F
(T�) 6 20 SOFT
+ 42.2 / -5rob P5F
-q
(:K) 0 50 SOFT
+ 40.1/ -43A P51F
(F:) a 50 SOFT
4. 40.11 -51.5 P517
1:
0 100 SOFT
+ 38.4/ -41B P5F
100 100 S(;FT
+ 38A / -503 PSF
* 500 SQFT
+ 33.8/ -31fo P-OP
500 SQFT
4 33,5/ -31/0 PSF
f--
-j
GARAGE DOOR 8- WIDTH
+ 40.4/ -43.1 PSF
GARAGE DOOR 8' WIDTH
+ 40.4/ - 4 5 -0 P SIM:
n
(�D 10' WIDTH
4 3lb,5 / -4210 PSF
(2) 10' WIDTH
. 3'5Z / -44B P-5F
12' WIDTH
+ 3e.1 / -42.1 PSF
12' WIDTH
+ 3cll / -44Z P5F
16'+ WIDTH
+ 362 / -41.3 PSF
16'+ WIDTH
+ 36.2 / -432 PSF
CHART 15 IN "ULTIMATE" PRESSURES.
CHART 15 IN "ULTIMATE" PRESSURES.
CHART MAY BE INTERPOLATED
CHART MAY BE INTERPOLATED
GARAGE DOOR FIRE55URES ASSUME NO END ZONE
GARAGE DOOR PRESSURES A56UME TMAX IN ENE) ZONE
-j
�
COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE)
COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE)
-q
Z
ROOF- a 10 SQFT
+ 15.1 / -212 PSF
Roor- 0 10 SOFT
+ 15.7- / -&4Z PSF
-
0 20 SQFT
4 14.5 / -2&.0 P5F
6 20 SOFT
+ 145 / -5efo PSF
E
a 50 6(2FT
4 12.2 / -253 PSF
6 50 SOFT
+ 12.2 / -54A P5F
0
a 100 SQFT
+ IIZ / -24.13 P-44F
a 100 8(:PFT
+ IIZ / -50.2 P-15F
;�
WALL Q'2�) im 10 SOFT
+ 2-12 / -2'B-r, P5F
WALL (�� 0 10 ,SQFT
* 212 / -3ro.4 PSF
L"
(:�) a 20 SCFT
+ 253 / -283 PSF
(:9) 0 20 S(2FT
+ 25-3 / -34,1 P-AF
A
(j) 0 50 SQFT
+ 24.4 / -26Z PSF
(:!) d E0 S(2FT
+ 24.4 / -31.1 PSF
CD
a 100 SQFT
+ 23Z / -24.c3 PSF
d 100 SOFT
+ 23.0/ -302 PSF
<
a 500 SOFT
+ 203 / -2210 PSF
a E�00 SOFT
+ 203/ -2210 PSF
:�-)
GARAGE DOOR 6' WIDTH
+ 24.2 / -25.(B PSI=
GARAGE DOOR 6' WIDTH
4 24.2 / -210 P5F
0
(:�j) 10' WIDTH
+ 23.12I / -2510 F'-'-'F
(E) 10' WIDTH
+ 23.e / -261 PSF
j
12' WIDTH
+ 2 3 -r, / -253 PSF
12' WIDTH
+ 235 / -26.4 PSF
-A
lro'+ WIDTH
+ 22.1B / -242 PSF
16'+ WIDTH
.+ 22.15 / -25.cJ PSr-
I
IGARAGE
CHART 15 IN "ALLOWABLE /NOMINAL" PRESSURES.
CHART IS IN "ALLOWA5LE/NOMINAL" PRESSURES.
CHART MAY BE INTERPOLATED
CHART MAY BE INTERPOLATED
GARAGE DOOR PRESSURES A55UME NO END ZONE
DOOR PRESSURES ASSUME 2'MAX IN END ZONE I
- �
BLOCKING DEFINED
(THE I-OLLOWINU SHAECAPPEY-U.N.O.)
THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:,
0 BLOCKING SHALL BE THE SAME SPECIES AND LUMBER GRADE AS INDICATED IN GENERAL STRUCTURAL NOTE 6.3.4.
0 BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O.
0 BLOCKING IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL
EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O.
0 BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND
FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB
MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O.
0 BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE
OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY
DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE
WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. I
* BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL
BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS
SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK
�
ABOVE.
0 BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE
ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY
AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O.
I 0 IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O.
SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION
(THE FOLLOWING SHALL APPLY U.N.O.)
0 ALL STRINGERS TO BE 2-2X12 #2 SYP.
* ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER.
* STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED:
** @ MASONRY/CONC. WITH 1" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.).
4
so @ WOOD WITH (4) 0.131 X 31" NAILS AT EA. STUD MIN. (16" O.C. MAX)
2
00 IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS
0 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR:
of @ CONC. W/ I" DIA. X 3" TAPCONS @ 12" O.C.
so @ WOOD ATTACH W/ 0.1 31 X 3j" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW.
00 ATTACH STRINGER TO FOOT WITH (2) 0.131X31" TOENAILS EA.
2
0 LANDINGS SHALL BE BUILT AS FOLLOWS:
so JOISTS TO BE 2X8 #2 SYP, MIN. @ 16- O.C.
*0 IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT
EACH END.
*0 IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131IX3�" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131
X:�" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE,
** LEDGERS TO BE 2X8 WITH:
oes (4) 0.131X31" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX.
006 1" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASON RY/CONCRETE ATTACHMENT.
4
of ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL.
0 THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE.
0 GUARDRAILS & HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS
OF FBC TABLE R301.5 & SECTION R312.
SPECIFICATION FOR BUCK ATTACHMENT
(I HE FULLUVVINLi SHALL APFLY U.N.U.)
0 IF lx - ATTACH WINDOW THROUGH BUCK TO
MASONRYMOOD FRAMING. IF 2x - ATTACH TO 2x BUCK.
0 IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY
ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK
(TYP. ALL 2x WINDOW BUCK ATTACHMENT.)
LIMITATIONS
(THE FOLLOWING SHALL APPLY U.N.O.)
0 VORTEX ENGINEERING, LLC. HAS CHECKED THE
ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR
THE DESIGN'S ARCHITECTURAL AND/011 DRAFTING
CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY
OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS
THE RESPONSIBILITY OF THE DESIGNER. I
CONFLICTS
(THE FOLL WING SHALL APPLY U.N.O.)
0 REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET,
EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN
SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE,
OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT
CRITERIA SHALL APPLY.
0 WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS
PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL
CONTROL.
DISCLAIMER
(THE FOLLOWING SHALL APPLY U.N.O.)
CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK.
ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT
WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY
CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS
APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER
VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS,
OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND
SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ
CAREFULLY FOR ADDITIONAL CONDITIONS.
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SCALE: AS NOTED_
DATE : 01-17-2019
SHEET NO.
SN
I I
F- - - - - - - - - - - - - - ---
L— — — — — — — — — — — — — — - J
(1) 5IMP50N MSTA36 RUNNING
ALON6 THE EXTERIOR SIDE OF THE
THE
TOP PLATE CENTERED AT CORNER
P
MAY BE APPLIED OVER
5HPIZ
EATHING.
L
1131
—0,131 x 3" COMM, AT 16"
IMP5O1N 5PH4/&/8 OR
UNLE55 NOTED OTHERWISE, (2) IMP50N 5DWG15600
AT A MINIMUM ALL FROM STUD TO TOP PLATE
UNSPECIFIED FRAME TO
FRAME CONNECTION$ SHALL
CON515T OF (3) 0.131"X3-1/2"
END NAILS OR TOENAILS.
ATTACH PLIES PER 1/55"
-A SIMPSON M5TCM 60 MAY 5IMP50N HTT4 W1 5/6" DIA
BE SUBSTITUTED FOR AN A.B. (WHEN 4-5TUD CORNER
'M
A,3'
' IH
L
A :7 �A
HTT4 WHERE LOCATION OCCURS ON TOP OF GIRDER
0 FF
R _A
LIGIN5 WITH A FILLED CELL. OR FRAME. ATTACH W1 (2)
M
51 ;
P
SIMPSON M5TA36 STRAPS)
NOTE:
USE 4-5TUD CORNER SHOWN
FOR 2x4 FRAME. FOR 24 OR
NO FRAME, A 3-5TUD
CONFIGURATION MAY BE USED.
EXTERIOR FRAME BEARING WALL CORNER DETAIL
SCALE: N.T.S.
INSULATION REQ.
LOCATION
R-VALLIE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2X4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2XIS
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION
(GARAGE LIVING)
R-1 1 /R-1 3 KRAFT FACED
(2) SHEET METAL
SCREWS PER
BRACKET
(4) HURRICANE
BRACKETS
3/8" DIAMETER CEMENT
ANCHORS, TYP 3" TO 5"
LONG
A/C PAD
11 *
A/C UNIT HOLD DOWN
SCALE: N.T.S.
101
-091
TANK -LESS W/H
"MMW
H C G
CORNER OF
000
HOME
5'-011
GARAGE SIDE '0 i C-6
STUB -OUT FOR C) a -1
GAS METER 0 0
1 Lo
0
C,4 — — — — — —
— — — — — — —
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
A
SN1
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
71-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10.-811
(2) 16d TOENAILS
2" X 8" @ 16' O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3)16d TOENAILS
2" X 12" @ 16" O.C.
191-31'
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6'-1
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-611
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111.01,
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'41
1 (3) 16d TOENAILS
2" X 12" @ 24" O.C.
154.4"
1 (1) SIMPSON HTS20 OR (3)16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
10
uJ
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
. .
. . . . . . . . . .
N . . . . . . . . . . . . . .
4. +
+ 4
. . . . . . . . 9
. . . . . . . . . . . . . .
. .
+ +
. . . . . . . . . ..
. . . . . . . . . . . . . +
+
+ 4
. . . . . . . . . .
. . . . . . . . . . . . . .
. .
+ +
+
+ 4
+
I -01, (TYP.)
P`
+ +
01 64'
01 + 10
+
Of 6-4-
+
+ 4
+
+ +
+ +
+
+ +
+ +
+ +
+
+
+
<
+
+ 4
. .
. .
+
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+
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+
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+
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+
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+
.
. . . . . + + + + +
+ +
+ +
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+ +K+
+ + + +++ 4. 4- 4_ 4.
+
Oli
\--RIDGE LINE
3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE
15/32" CDX
PLYWOOD OR
7/16" OSIB
OU �111� �1 IMMN llnl�Q �W V W.Na. �U%J�O CK
4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
'GUN NAILS MA
ff6_R8_dRING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL
Y BE USED
NOTE:
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
Backer and Filler Block Dimensions
BCI Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blockin
1/8" gap
FILL CELL---� STD. 900 HOOK BOND BEAM
CONT. #5
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
ONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTI ON _00,�
o
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
ASONRY WALL OR
INTERIOR BRG, WALL
TJI PER PLAN
OTHERWISE S OLID
BLOCKING TO MATCH
Solid block all po ts from
# OF 2nd FLOOR
above to bearing elow.
STUDS
SECTION
@ INT. BRIG. WALL
N.T.S.
1/8" min 2" min.
2" * I Small gap
"
max.
4
max.
Clinch nails
Im
when 1�
possible
1) Support back of web during nailing to prevent damage to
web -flange connection. ight fit
2) Block solid between joists for full length of span. T
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/PIywood/OSB web stiffener 2" min.
4" max.
required when indicated or 16" 6-16
ONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
- Hangers with side nailing.
2x C
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6".
- Hangers with sides not containing
WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0,
over squash=20 blocks and
require additional
w
wall or beam below.*
consideration. Check
local building
--- 11/16"
code for appropriate
details in
1--One
10d box
areas=20 of high
or--11 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)--/
Bearing wall, Versa -Lam LVIL or
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
I lea T' I I nril nnile nt A" n r
%To' Provide adequate bearing
for each lapped joist.
10d nails
SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING = 2x GREATEST
DIMENSION OF LARGEST HOLE
(KNOCKOUT EXEMPTS) D
I(see table below)
higher than 15001b.
Web Stiffener Fastener Schedule
Joist Bearina
Series I DeDth
L ation
I End
Intermediate
@
BCI 5000s
9-1/2"
2-8d
2-8d
7 1-7/8"
2-8d
3-8d
—2 77
5- d
_77
BC16000s @�
BCI 6500se
9-1/2"
2-8d
2-8d
11 -7/8"
2- d
3-8d
=
2-8d
I 5-8d
16"
2-8d
6-83---
13CI 60se
11
2-8d
3-8d
=
=-d
5-8d
16"
2-8d
6-8d
BC1 gose
i
14"
5-16d
5-16d
d
6-16d
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 plf max. along bearing wall
Required on interior walls: - for vertical load transfer Plul
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.* Joist
When joists meet over wall, provide
13/4" minimum bearing for each. I -Joist can be offset
FF
"
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
bt UU I ANYVVtltKt IN
THE WEB. PROVIDE AT CANTILEVER
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2"
NOTES:
00 NOT CUT HOLES
LARGER THAN 1Y2"
ROUND IN
CANTILEVERS.
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
up to 3
to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
J(
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
��Install fight toltop flange.
qw, Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0.6 X Joist
depth
0
t I_
I —JOISTS BUCKETS
N.T.S.
SIMPSON MGT
w/ (22) 10d
NAILS TYP.
GIRDER TRUSS
2"X TOP
PLATE
5/81
THRU
BOLT
2"x BUILT
UP COLUMN
SIMPSON MGT
w/ (22) 1 Od
NAILS TYP.
TYPICAL SIMPSON MGT TO
BUILT—UP COLUMN DETAIL
TYPICAL SIMPSON
LUS/HUS/HUC INSTALLATION
WN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20
HETAL20 INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
SLEEVE THRU STEM
I T7
SEE PLAN FOII
:,q":
FOUNDATION INFO Ir
STEM FOUNDATION
GRADE
REINF. SEE PLAN
F
4 r "i
X 4 5 X
--77=7 4
,Ill. I 1�, =__j1J1L1`L -
_11111 L I
A/C CHASE 4" PVC (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON HETA20 HETAL20
INSTALLATION AT MID SPAN
SIMPSON 1
w/ (18) 1 Od
NAILS
UPLIFT = 1
TYPICAL SIMPSON
H10A INSTALLATION
40TE:
JPLIFT VALUE
S BASED ON
3.P.F.
LOCATION OF
SECOND H10A
(WHEN
R UIRED)
TYPICAL SIMPSON
MTS/HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
PIPE VERTICAL THRU FND.
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4'-0"
CENETERED @ PIPE PLUMBING LINE
PENETRATION
4 4 43 L
0 7
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
4,
I 1=1 I S I k�l I III 117-dil.
. -:�I I -_-.
IE < 4
1=1 I I IP�_,
III= =1 I ::
--- _f 1'. 1,
SEE FND. PLN.
SIZE & REINF.
N
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SCALE AS NOTED
DATE 01-17-2019
SHEET NO.
SN 1
L- - - - - - - - - - - - - - -
REQUIREMENTS SEE R905.
FOR UNDERLAYMENT
12
(TYP.)
VARIE
INS
5/8" OR 1/2" HIGH
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZON L
NAILER
NALLS
TA
STD. 90- HOOK (SEE DETAIL)
1 x2 PT WD FURRING @ 24" O.C.
(1) LAYER TYPE 11 (00)
UNDERLAYMENT FOR ROOF
PITCH > 4:12
(2) LAYERS TYPE I OR TYPE 11
(#15 OR #30) UNDERLAYMENT
FOR ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
-HURRICANE ANCHOR@ EACH
TRUSS (SEE UPLIFT SCHED.) W/
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN, SEE ROOF
NAILING SCHEDULE ON SHT.
CKII I
ALUMINUM DRIP
EDGE
LUMINUM FASCIA
2x SUB FASCIA
SOFFIT
SHEET
8"x8"X1 6" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
8" C.M.U. TYPICAL
TYPE 'IS" MORTAR
-ARCHITECTURAL
FINISH
0\1 �A
(1) #5 VERT. IN FILL
1/2" GYPSUM WALLBOARD
CELLS(SEE
U.N.O.
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONIC. SLAB
cn
/- AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U) /
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
all
w /-NOTE:EXTEND
W1.4XW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
1
BELOW GRADE
a
11
x
TI[ I FI I E!" lil
I I I I IRS.
A
;0
2
=_II
I
M M 17
1_11- ,
=1
6 MIL VAPOR
I 15
BARRIER .=I
I
LII
&4
COMP. SOIL.
Fi 1
(COMPACTED TO 95% �Ei I 1
Vi 111-411-111-11 11
MODIFIED PROCTOR
ASTM D1557)
3" MIN. CLR.
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP. 4" 1-4" STD. 90 HOOK (SEE
U.N.O. DETAIL)
TYPICAL WALL SECTION
SCALE: 3/4" V-0" �3
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6" BEYOND DOOR TO -
RECEIVE PAVERS / DRIVEWAY
CONCRETE SLAB
S:\PAVER
BLOCK WALL BEYOND
1'" 0 H D RECESS
SEEA/S30RJ/S6-
FOR REINF. INFO.
L 3- MIN. CLEARANCE
V.4" (11 STORY) V-13" (1 STORY w/ DEPRESSED SLAB OPT.)
V.8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
V
(1) ROW 2x BLOCKING @ MID
2x #2 SPF STUDS
HGT. FOR WALL HGT. 5 8'-6". (2)
@ 16" O.C. W/ (2)
ROWS 2x BLOCKING @ 3rd PTS
16d TOENAILS T & B
FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
2x P.T. PLATE
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE
N 3-
(2) #5 CONT. ON 3"'
6 x 6 W1.4 x W1.4
CHAIRS (TYP.)
WWF OR FIBERMESH
v A
L1IFI I IF u I kL',
9
8" "w 8-
TYPICAL INTERIOR BEARING
WALL W/OUT UPLIFT
SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
FOR ADDITIONAL SLAB
INFORMATION.
GG
S3
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
3/8" M ORTAR BETWEEN
SLAB & BLOCK
ELEV. 0'-0.1
1E
-7
A.F.F.
-\d
ELEV. 0' -3 1/2",&,
.7 4'
A 44
4
A.F.F.'
dw 2X4 CON I.
AV
U-
Av
ii;v
C14
..q
GARAGE DEPTH VARIES
.4 ?
GARAGE SLAB AT STEP
K0 B�
SCALE: 3/4"=1'-0"
S3
2xS.P.F.S
DS
16"O.C.
LOADBEARINGOR
2x STUD
EXTERIOR WALL
81, C M U
1 " x P'. T.* S'T U D
SEE CC/S3 OR
04
#5 VERT. IN FILLED CELL
n
I
G/S3 FOR ANCHOR
BOLT INFO.
I
5/8"x6" "J" BOLTS BOLT
(IF NO UP LIFT ON
WALL SEE GG/S3)
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
*SIMPSON SP1 w/
SPACED EVENLY
(10) 1 Od NAILS TYP.
-
�2
2x P.T. PLATE
I
ASSUMED FINISHED
r�GRADE
I.,
MONO OR STEMWALL--,,
FOOTING MONO SHOWN
00
FOR CLARITY
2�
NOTE:
r C14
*FOR BEARING WALL
W/ UPLIFT ONLY
FRAME WALL TO C.M.U. WALL CONNECTION D
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
1, , 'S 3,
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WELDED WIRE MESH
min.) 4"---,,
< A 4
GRADE
00
-Ili FIILII�41_11�=, ILI F''WIF
-(1) #5 REBAR W/ OPT.
71 1�
�q, �jjxj I �L __
:NCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS
zit
4
'7HI 1 00
41'
I AA _rr
F1 11 _rF11
SEE A/S3 OR J/S6 -1 LIF, I F, 111 -_
FOR REINF. INFO. 3" MIN. CLEARANCE
IL
V-4" (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
ADDITIONAL INFORMATION. �'s
1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
(2) ROWS OF 2x BLOCKING @
THIRD POINTS
5/8"' x 10" "J" BOLT @ 24" O/C Wif 2"'X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
-1
c�
§�
5/8"OR 1/2" HIGH STRENGTH
(U.N.O.) (OR Y8" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS
1/2" CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @
EDGES, AND @ 12" O.C. @ FIELD
5/8- x 10" "J" BOLT @ 24" O.0 W/
2"'x3/16" PLATE WASHER
(Tw)
(ALT: 1/2"xl 2" TITE N HD @ 24"
O.C. OR 5/8"x10'WEDGE ANCHOR
211
@ 24" O.C.)
3 1/2" MIN
TRUSS BOTTOM CHORD OR 2x4 BLOCKING
W/ 2-16d TOE NAILS @ EACH END
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) SIMPSON SP1 wit
(10) 10d NAILS WHEN TRUSS ALIGNED WITH
STUD BELOW
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
(1) ROW 2x BLOCKING @ MID HGT. FOR WALL
HGT. < 8`4'. (2) ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
INSULATION PER CHART ON FLOOR PLAN
SIMPSON SP1 w/ (10) 10d NAILS
2x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
4" 111
13 1/2"(min.).- 111 11
I F,
(2) #5 C ONT
U.N.O. MIN.
TYPICAL BEARING WALL 0 STEP 0 SHEARWALL
2111 =11,Fl IL
"SHEAR WALL"
SCALE: 3/4"=1'-0"
5/8"OR 1/2" HIGH STRENGTH
(U.N.O.) (OR Y8" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS
5/8"' x 10" "J" BOLT @ 24" O.C. W/
2"x3/16" PLATE WASHER (TYP.) -
(ALT: 1/2"xl 2" TITEN H D @ 24"
O.C. OR 5/8"x10`WEDGE ANCHOR
@ 24" O.C.)
3 1/2" MIN*
TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
2-16d TOE NAILS @ EACH END
-SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/
(10) 1 Od NAILS WHEN TRUSS ALIGNED WITH
STUD BELOW
-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
U.N.O.
-(1) ROW 2x BLOCKING @ MID HGT. FOR
WALL - HGT. < 8'-6". (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > 8'-6".
---4NSULATION PER CHART ON FLOOR PLAN
-SIMPSON SP1 wl (10) 10d NAILS
//,2x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
1
1-771"
;0
I f;;;I 117 1% 0
_ 1�
4" TH �,= = M I
'Hj�l
3 1/2"(min.).
(2) #5 CONT. 4"
U.N.O. MIN7.
TYPICAL BEARING WALL @ STEP
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
-2X P.T. PLATE 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING
_j BOLTS 6" MAX FROM
-WEEP SCREED INSTALLED BAR END OF 2" x PLATE
1 - t7u
PER MANUF. 0
LIJ
#3 OR #4 REINFORCING BAR 9
> GRADE 40 MIN. Fy= �Ok]Slj _j
c� - . 0- 1
#3 & #4 LAP SPLICE
[GRADE 60 MIN. Fy=
FINISH GRADE 1
5" MIN. LAP [30" MIN. LAP]
[Ll=l I 1=1 I
I> j 2
!
LLD ;0 LIJ
TV
6 MIL VAPOR BARRIEW 11=111 MIMI 1 �1=11 11711" 1\
_�WEJI -'-- #5 REINFORCING BAR
l=_1 �1
#5 LAP SPLICE
LI E, w �11 Elffi
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM
M r
D1557) _11 III
4.1
1-4-
-
TYPICAL EXTERIOR FRAME WALL FOOTING
)R
ROM
:F::
INFORCING
LATE
c"o
bs
-2x STUDS @ 16" O/C
ISULATION PER CHART ON FLOOR PLAN
-7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
3RD LAYER 1/8" THICK. (cb K.O. BLOCK
00
-SIMPSON SP1 w/ (10) 10d NAILS
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
SLAB INFORMATION.
1/2" GYP. BD.
).T. 2x
HOLD GYP. BD.
2
1/2" FROM SLAB
ot-olt CONT. BEAD SEALAb
'I -
_$I` ; .1 . .1 * - <
-A "., q
... . 4. . .2 INTERIOR
' '---j -3 /2"
4 - .
DNCRETE NAILS W 11/2'
OBEDMENT @ 12" O.C.
rAGGERED, FROM BOTTOM
-ATE TO CONCRETE
IIN. SHEAR 180# MIN.
:_NSION 120#) CONCRETE SLAB
6MILVAPOR
BARRIER
14" 14" 1
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=V-011
" O.C. U.N.O.
-2X STUDS @ 24
GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
W1 DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
S
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
K
S3
36' M I N. LAP [36" M I N. LAP]
10"
x. .... ... 1xx1
7 .6. N'F' 0 R C I N G B A R #5 STD. 90 HOOK
#6 LAP SPLICE
REBAR DETAILS
SCALE: N.T.S.
�3
SEE
FRAME -DOWN FALSE BEAM w/ (3)
--'\ PLA SEE ROOF PLAN FOR
10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION
AT 24" O.C. MAX.
SEE PLAN FOR INFO & LAYOUT DESIGN
TOP OF BEAM 'IIIII-/
SEE ROOF PLAN FOR
z STRUCTURAL BEAM
0- SIZE & CONNECTION
cr
Lu W 11 P.T. INFO
0- /pt TE
in d -7/16"
!i! LID D.S.B.
2x4 #2 SYP P.T. FRAMING w/
E E MIN 7/16" O.S.B. SHEATHING
IES PER P N z
U) 0 ATTACHED PER NAILING
COLUMN LOCATION w - SCHEDULE
w
W SEE FLOOR PLAN FOR
STRUCTURAL COLUMN SIZE
& BASE CONNECTION INFO.
SEE DETAIL 16/D1 FOR
COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE
ATTACHMENTS & 18/D1 w/ 1/4"x3"TAPCONS
FOR COLUMN TO BEAM ni
AT 8"O.C.
ATTACHMENTS
TRIM PER PLAN
CMU BLOCK BASE, SIZE
VARIES PER PLAN - SEE
PLAN FOR SIZE AND
REINFORCEMENT (MIN. (2) #5
VERTICALS FILLED SOLID)
BRICK PAVERS OR SLAB PER
COMMUNITY SPECS
0'-0" FIN. FLR./lk
SEE FOUNDATION CONIC.
PAD INFO.
TAPERED COLUMN FIR MING (CD12
SCALE: 3/4"= V-0"
SCALE: 3/4"=1'-0"
(2) #5 CONT -=I
CHAR
ON 3 1 S 8.1 1`4"
(TYP.)
'LS1"4"1
8'_L
CC
S3
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. s V-13". (2) ROWS
2x BLOCKING @ 3rd PTS FOR
WALL HGT. > 8'-6".
1/2" GYP. W13 (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
. -
6 x 6 W1.4 x W1.4 Q ci
'E %T
WWF OR FIBERMESH
cl)
8"
TYPICAL INTERIOR BEARING
WALL W/ UPLIFT
rG
SCALE: 3/4"=V-0"
�3
VAH11:5
1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
S.G.D. (U.N.O.)
I I
4
A 4
0?
I M,
ILI 4 -11,
-
-1117
=1
SEE A/S3/J/S6
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS S.G.D. M
SCALE: 314"=1'-0"
� �K
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS
TO OUNDATION PAD
CONT. FOOTING ST MAT REINFORCING.
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BEYOND
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SEESCHEDULE
PATIO COLUMN FTG. DETAIL rN��
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SCALE AS NOTED
DATE 01-17-2019
SHEET NO.
S3M
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
-(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADER
SEE PLAN FOR SIZE
CONNECTION
-------2x
DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP
EVENLY
PLATE
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
--(2) 2x HEADER
PER PLAN
Efj
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. S4
SEE ELEV.
�(T_y P)
SIMPSON SP2 W/ (12) 10d
NAILS AT EACH STUD
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE -
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/(10) 101
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSSABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
(3) 10d TOENAILS T&B
AS REQ'D
-2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAILS
BLOCKING (TYP.)
\--ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
-.% ND FLOOR
1/2" MINIMUM CEMENT FINISH
TYPICAL C.M.U. WALL
STANDARD 3" DIA TEE
3/4" FURRING STRIPS
THREADED 3" DIA. EXTENSION
1/2" GYPSUM BOARD
SCREW OFF CAP (3" DIA.)
W/ DRYWALL SCREWS
FOR CLEAN -OUT
@ 8" O.C. OR 4d
MIN. EXTENSION FROM
DRYWALL NAILS
EXTERIOR FACE OF BLOCK
WALL IS 1 1/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4
DRAIN
WALL CLEAN -OUT
SCALE: N.T.S.
�, �4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK OUT
BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED
)#5 \ FOR CONCRETE PLACEMENT
Imoo
I
MEN
Milli
liiim
NEIII
I
INN
NEW
v
MEN
Milli
M!
MEN
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
SCALE: N.T.S.
INI'il�
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL-\
_j
>
0
FORM CREATES CONCRETE RECESS TO
2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
MOUNTING BASE NOT SHOWN
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
FOR CLARITY SEE DETAIL
MOUNTING BASE SHOWN
IN POSITION
K/S4
GARAGE ENTRY FORM DETAIL
SEAT FOR BLOCK IS POURED
x6 MOUNTING BASE
SCALE: N.T.S.
IN PLACE CONCRETE
GARAGE FLOOR SLAB
x8x16 C.M.U.
GARAGE DOOR RACK MOUNTING BRACKET
TROWEL FINISH SEE
...... ... :
GENERALNOTES
. .....
GARAGE DOOR ROLLER GARAGE DOOR TRACK
SLOPE FORWARD
CONNECTION ASSEMBLY ...
FOR DRAINAGE
GARAGE FLOOR
........
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
4
EE PLAN FOR FOOTING
__"�POURED CONCRETE 13ASE FOR bOTTOM OF MOUNT[ E
DIMENSIONS
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
GARAGE ENTRY FINISHED MASONRY DETAIL
SHED FORWARD THIS DRAWING.
SCALE: N.T.S.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
2x TOP PLATE
INTERIO
WALL
EXTERIOF
WALL
7 5/8,, 8"
7 5/8,1 8"
7 5/8" 8"
A
I
v
SOLID AREAS ARE
STEEL AND GROUT
DOOR OPENING
11
DOOR OPENING
-
I
I
I Lw
mi
Fff
1
v
1ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT rD
SCALE: N.T.S. � �4
30LID AREAS ARE
3TEEL AND GROUT
�ULL 8x8xl 6 BLOCK
)OOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD.
@ EACH END WALL
DOOR STOP
4
Lu MOLDING
=(2�
GARAGE
'\�2-16d NAILS @ 24" O.C. OR I/— DOOR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING 2 x 6 P.T.
v
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A.F. NAILS OR
EQUAL @ 12" O
C
2x P
T
PLATE
SEE TYPICAL WALL SECTION
12
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
:WP) SEE ELEV.
,(T:y �-)
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBL P.F.TOPPLATE
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2
LAYERS 3/8" THICK EACH. 3RD LAYER
1/8" THICK.
--CRICKET AS REQUIRED
SIMPSON SP2 wl (12) 10d
NAILS AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING (TYP.)
OIC FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 w/ (9) 1 0dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
L MAIN SPAN
MOISTURE BARRIER -Z
ROOFTRUSS
UPLIFT CONNECTOR
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL----- H I
W/ STD. 90* HOOK IN K.O. BLOCK
5�a_
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z W/ (112) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE -7
/"�NAILS TOTAL) EA. SIDE OF
<8,, SPLICE STAGGERED
1 Od @ 8" OIC
46;1'
u \ Lk
.
.
STAGGERED FROM BOT. ATTACH ALL
SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS
PLATE TO CONCRETE W/ �816d TOENAILS
REINF. INFO. W/MOUNTING ANGLE
TO P PLATE
2
1! a . . 4 1
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
NOTE:
BOTTOM SPLIC
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WAL
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 w/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS @ 811
O/c TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
j TYPICAL GARAGE DOOR BUCK � �K TOP PLATE SPLICE DETAIL M
SCALE: N.T.S. SCALE: N.T.S.
SCALE: N.T.S. 1
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
I STUDS
JACKS
STUDS
SIMPSON
EA END
EA END
EA END
EA END
11 - 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4' -91
(2)
(3)
(2)
1 (2)
(1)LSTA30
9'-16'
(3)
(4)
(2)
1 (4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE L PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
@ 12" O/C FOR 2"xl 0" OR
3-ROWS 12d NAILS STAGGERED
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER 9 EXTERIOR HEADERS:
ONLY (1) 2x SILL PLATE W/ (2)
12d TOENAILS
0 OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
�ilo '-2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE WITHOUT UPLIFT
WALL HEADER DETAIL
SCALE: N.T.S.
�4
\ �
F= 2240 LBS ----
SIMPSON SIMPSON SIMPSON
nc
SP4 SP2
2X STUDS @ 24" O.C.
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
P.T.
ATE
SiMPSON SP4
SP2
oliviroON
\\-NAILED
TRANSOM FRAMING
INTO
TRANSOM
FRAMING
10
ST
SEE SECTION AA1S1
AND BB/Sl FOR
ADDITIONAL DETAILS
SIMPSON
spi
RECESS
SIMPSON
SP4
SIMPSON__
SP4
J-
M
LINTEL
1
1
-
:: .
11 -�.
D
—:)
I I
2X8 I P.T. BOTTOM PrE
I I
SIMPSON SIMPSON
SP4 SP2
-1
6 k:
NAILED INTO
TRANSOM
FRAMING
\\5/8"x1()" "J" BOLT @ 24" O.C. MAX.
C
(MIN. (2) PER BOTTOM PLATE)
SCALE: N.T.S.
SP4
2X TOP PLATE
OVERLAPPING
NAILS @ 6"
%GGERED
3OLTS @ 24" O.C.
v
2X P.T. PLATE
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(2215# SPF)
(3285# SPF)
(4065# SPF)
(5665# SPF)
IS (6865# SPF)
N. 8"
PDXIED A.T.R.
t & NUT
'OXIEDA.T.R.
t & NUT
OXIED A.T.R.
t & NUT
ROOF TRUSS ABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/0)
#5 CONT. &
FILLED
5/8"X 10" J-BOLTS
-
@ 2'-0" O.C.
MASONRY WALL
SIMPSON
S
P4
1 Od NAILS @ 4"
10d
A NAILS @ 6" O.C.
STAGGERED STAGGERED
0 TTRANSOM FRAMING
BEYOND.
-
LPLYWOOD
SHEATHING
I
SIMPSON SP4 w/ (6) 10d x 1 12"
SIMPSON-
(USE SP6 FOR 2x6 WALL, USE
—PLYWOOD
spi SIMPSON
SP8 FOR 2x8 WALL)
SHEATHING
SP4
SIMPSON SP2 w/ (12) 10d NAILS MASONRY —
Sim pSO�N
SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW
0-1 5/8"X1 0" J-BOLTS @ 24" O.C.
SP4
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
2X8 P.T. BOTTOM
MIN. 6" INTO BOND BEAM
PLATE
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
5/8"00" "J" BOLTS @ 24" O.C. MAX.
SCALE: N.T.S.
S4
(MIN. (2) PER BOTTOM PLATE)
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SCALE AS NOTED
DATE 01-17-2019
SHEET NO.
S4
r- - - - - - - - - - - - - - --- 1
SEE STRUCTURAL NOTES AND
TOENAIL W/ (2) 16d NAILS
NAILING SCHEDULE FOR 2"x4" OUTLOOKER
SHEATHING DETAIL @ 24" O.C.
TOPCHORD -_
:OR x A?.
BLOCKING I
FIRST FOUR
ROWSOF
TRUSSES @
45* t
24" MAX.
\-SIMPSON H10A wl (18)
EDGES OF
2x4 CROS 'BRACE
10d x 112" @ EA.
SHEATHING
APPROX. 8" FROM
OUTLOOKER
TYPICAL @
RIDGE FASTENED AT
1" BRACE TO EXTEND
48" O.C.
EACH JOINT W/ (3) 10d
AT LEAST 90% OF WEB
MAX.
& (2)10d TOE NAILS @
LENGTH (SEE TABLE)
EA. END @ 48" O.C.
2x6 P.T.
GABLE TRUSS
SILL
1/2" CDX PLYWOOD OR
L J
7/16" OSB SHEATHING
— — — — — — — — — — — — — — -
ATTACHED W/ 10d
SIMPSON HGAM1 OKI
w/ (4) 114"xl 1/2" SDS
SCREWSTO
BLOCKING & (4) 1/4"x
3/4" TITEN TO CMU
NAILS @ 6" O.C. EDGES
AND 12" O.C. FIELD
1 OdX3" @ 3" O/C
THROUGH CHORD
INTO 2"x6" P.T. PLATE
2x4'7" ON TOP OF PANEL BLOCKING-\
FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED
INSTALLED PER MANUF.
O.C.
@ 48
MOISTURE BARRIER
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9)
1 Odx1 1/2" NAILS AT EA.
TRUSS VERTICAL WEB (24"
NOTE: IF EMBEDDED O.C. MAX) w/ MIN. 4"
SECTION EMBEDMENT IN KO BLOCK
STRAP MISSED VERTICAL
WEB, USE MSTAM36 w/ (7)
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. �5
TITEN ON OUTSIDE
BACKNAIL W/ (2) 16d NAILS
SIMPSON H1 OA w/ (118)
SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA
NAILING SCHEDULE FOR OUTLOOKER
SHEATHING DETAIL
BACKINAIL w/ (2) 16d NAILS
2"x4" SEE STRUCTURAL NOTES -
OUTLOOKER AND NAILING SCHEDULE
@ 24" O.C. FOR SHEATHING DETAIL
TOP CORD BLOCKING
45'±
45'±
2X4 CONT"L" BRACE
FOR FIRST FOUR
FASTENED W/ (2) 10d 3"
ROWS OF TRUSSES @
AT 24" O/C. CMID HEIGHT
EDGESOF
SHEATHING TYP.
2X4 KICKER
X4K KERN
2x8 SYP#2 "L" BRACE TO
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
RIDGE FASTENED AT
S I M PSON H2.5A w/ (10) 8d
EACH JOINT W/(2) 10d
FROM LEDGER TO
& (2)10d TOE NAILS @
BLOCKING
EA. END
1 - GYPSUM WALL BOARD
GABLE TRUSS
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
1/2" CDX PLYWOOD OR 7/16"
CORD ATTACHED W/ (2) 16d TOENAILS
OSB SHEATHING ATTACHED
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ 10d NAILS @ 6" O.C.
L
SLOPE OF ADJACENT SCISSOR TRUSS)
EDGES AND 12" O.C. FIELD
2"x6" P.T. SILL
NOTCH 1" BRACE HERE
5/8" x 10""J" BOLT @ 48"O.C.
WEEPSCREED
SIMPSON HETA20 w/ (9) 1 Odx1 1/2" NAILS AT 6'-
INSTALLED PER MANUF.
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
GABLE WEB
SECTION
SCALE: N.T.S.
BACKNAIL W/ (2) 16d NAILS
REFER TO DETAIL J
Z!
SEE STRUCTURAL
ON SHEET S5 FOR
m
NOTES AND NAILING
X-BRACING, AND TOP
CN
F
SCHEDULEFOR
CHORD BLOCKING
to
co
;0
SHEATHING DETAIL
INFORMATION
q
-
2
2"x4" CROSS BRACE
WOOD TRUSSES
co
;o
APPROX. 8" FROM
RIDGE FASTENED AT
2X4 RAT RUN BRACING
EACH JOINT W/ (2)
AT 24" O.C. ON TOP OF
iv"I
10d & (2) 10d TOE
P,
BOTT. CHORD FOR 4
NAILS @ EA. END
TRUSS SPANS
2x4 PANEL BLOCKING
ATTACHED W/ 2 - 16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
@ 48" O/C FOR THE
FIRST (4) ROWS OF
2X4 BLOCKING @ 24"
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS
STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
(D = 0. 148", L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL
END TYP. TOP &
O/C W/ (2) 16d
TOENAILS @ EA. END
NOTES:
BOTTOM ATTACHED
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"
DIA. x 5 1/2" LAG SCREWS OR EQUAL
W/ (2) 16d TOENAILS
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
p
ARCHITECTURAL FINISH
"
"
SIMPSON H1 OA w/ (18)
1 Od x 1 12" AT EA. SIMPSON SP4 w/ (6) 1 Od x
1 12" AT EA STUD (USE
OUTLOOKER SP6 FOR 2
6 WALL
USE
TOP CORD BLOCKING
FOR FIRST FOUR Flows
OF TRUSSES @ EDGES
OF SHEATHING TYPICAL
x
,
SP8 FOR 2x8 WALL)
2x4 OUTLOOKER @ 24"
O.C. (OPTIONAL - SEE
24" MAX. ELEVATIONS)
DOUBLE TOP PLATE
2x4 CROSS BRACE APPROX. 8"
FROM RIDGE FASTENED AT
EACH JOINT W/ (2) 1 Od & (2) 1 Od
TOE NAILS @ EA. END
2x FRAME WALL (SEE WALL
SECTION FOR SIZE & SPACING)
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
AND 12" O.C. FIELD
(2) 16d NAILS
�
2x4 PANEL BLOCKING @ 48"
2x BLOCKING
O.C. FOR THE FIRST (4)
ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL
EA. END TYP. TOP & BLOCKING, FASTEN WITH
BOTTOM ATTACHED w/ (2)
1 Odx3" @ 4" O/C
16d TOENAILS
2x4 LEDGER (MATCH BOTTOM
CHORD SLOPE OF ADJACENT
TRUSS)
SECTION
SCALE: N.T.S. �5
SIMPSON H10A w/ (18)
1 Od x 112" AT EA.
OUTLOOKER
(2) 16d NAILS
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4
DIA. x 7
LAG SCREWS OR EQUAL
2x4 "T" ON TOP OF PANEL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. (@
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
2X4 OUTLOOKER
@ 24" O/C
TOPCORD
BLOCKING FOR
FIRST FOUR ROWS
OF TRUSSES @
X
24" tMAX. EDGES OF
SHEATHING TYP.
/-"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLE TRUSS
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
ES AND 12" O.C. FIELD
/,,--JACK TRUSS
SEE PLAN FOR
ED CONNECTION
r�
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
NON - LOAD BEARNG LOCATION KD
SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8_"� SECTION r9
�, �5
ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S.
'\ �5
2"X4" OUTLOOKER @ 24"
O.C. W/ (2) 1 Od PER JOINT
IINIMUM 2x OVERLAP TRUSS BRACING
:ROSS BRACING
3EE PLAN FOR WOOD TRU E AT LEAST TWO TRUSS SPACES'
OCATIONS) 1 Odx3" O/C @
TOENAILJ 6" O/C 2"X4"
W/ (2) 16d TYPICAL RUNNERS
(2) 16d PER NAILS 12'MAX
JOINT
CONTINUOUS BOTTOM CORD BRACING TX4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S. S5
GABLE END -BRACING DETAIL
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N775.
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
1" BRACE W1 10d @ 4" OIC
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2X4 BLOCKING W/
(2) 12d TOE NAILS
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES -
AND NAILING SCHEDULE
Zx4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT W/ (2)
10d & (2) 10d TOE
NAILS @ EA. END
2x4 PANEL BLOCKING
@ 48" O/C FOR THE
FIRST (4) ROWS OF
TRUSSES FROM EA.
END TYP. TOP &
BOTTOM ATTACHED
W/ (2) 16d TOENAILS
SIMPSON H1 OA w/ (118)
1 Od x 1 12" AT EA
OUTLOOKER
2x4 OUTLOOKER
TOPCORD
BLOCKING FOR
FIRST FOUR ROWS
OF TRUSSES @
24" MAX. EDGES OF
-
SHEATHING TYP.
r"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
/GABLE TRUSS
/--1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 10d NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
—2x4 "T" ON TOP OF PANEL
Inzi BLOCKING, FASTEN WITH
X
1 Odx3" @ 4" O/C
X.
24- tMA
(2) 16d
NAILS
SIMPSON HGAII OKT w/ (4) 1/4"xl 1/2"
SDS SCREWS TO TRUSS & (4) 1/4"0"
SIMPSON SP2 w/ (12) 10d
SIDS SCREWS TO PLATES AT 36" O.C.
NAILS AT EACH STUD
DBL. TOP PLATE
STUD WALL (SEE TYP. SEC..)
SECTION K**4�
SCALE: N.T.S. �5
8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
WOOD TRUSSES
124" O/C (TYP)
v 14 v Nv
\-BRACING w/ (3) 10d x 3" AT
EACH CONN. @ 24" O/C
\\\-MOISTURE BARRIER
\-BOND BEAM
MASONRY WALL
FINISH
SIMPSON HGAM1 OKTA W/ (4
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"X2 3/4"
TITEN TO CMU
Pl��ARCHITECTURAL
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5
ADDITIONAL INFORMATION.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
74" (U.N.O.)
1" BRACE
24"
0-0" - T-O"
3'-Of'- 6'-0'
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
51 MI'Z5UN jH;l W/ (1 Z)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
z
W
2x4 BLOCKING-� --2x4 "T" BLOCKING
@ 481, O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @ 4"
'AL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL CE
SCALE: N.T.S. S53
W
1:)4
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED 16d NAIL
W/ 10d NAILS @ 4" O.C.
TYPICAL
GABLE TRUSS E
SINGLE 1" BRACING DETAIL 6
SCALE: N.T.S. �Sl
DIAPHRAGM -4
7ETRUSS *WEB
BLOCKING @
48': O/C BLE TRUSS
GA
TRUSS VERTICAL
(2) 2"x8" "L" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE /`_7
AS PER HIB 91 SCALE: N.T.S. �5
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTT04 CHORD BRACING 2X4 MIN.
Laq q
IN
1141111
I
M
m VIA
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) -7 BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
ASPER BCSI 1-13
SCISSOR TRUSS
� cl:
ZTOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
SCISSOR TRUSS
A DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NIS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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SCALE AS NOTED
DATE 01-17-2019
SHEET NO.
S5
L
DOOR JAMB (REFER lX4 1/2" DRYWALL
DOOR JAMB (REFER 1 X 4 1/2" DRYWALL
DOOR JAMB (REFER
TO SHT. SDW2-Kl
1 X 4 1/2" DRYWALL
lX4 11,4 u
TO SHT. SDW2-Kl
P.,T.
P.T.
TO SHT. SDW2-Kl
FOR CONN. DETAILS
FOR CONN. DETAILS
FOR CONN. DETAILS
X 4
X 4
3-1/4" LONG X 3/16"0
X 4
FURRING
3/16"0 X 3" LONG FURRING
TAPCONS
3/16"0 X 3-1/2" LONG
FURRING
TAPCON. INTO
STAGGERED @ 16" lX8 P.T.
TAPCONS STAGGERED
STAGGERED @ 16 O.0
2X8
L
lX8
BLOCK@ SPACING
11'
DETAIL
O.C. 2-ROWS INTO
.
2-ROWS INTO
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
MASONRYTHROUGH
311 DETAIL
lx4 P.T. & lx8 P.T.
lx8 P.T. & 2x8 P.T.
3/16" x 3 -1/2"
x
'61
T AP
TAPCON @ 16"
Co N
C'
0 4 FR C
O.C. & 4" FROM
lX4 P.T.—3/16" x 3 -1/2"
DOOR JAMB (REFER
1X4 1/2" DRYWALL
lAl
DOOR JAMB (REFER
E ACH END
EACH END W/ MIN
W
DOOR JAMB (REFER TAPCON
_Kl FOR
TO SHT. SDW2-Kl FOR
F
TO SHT. SDW2-Kl
2 EDGE DISI
2" EDGE DIST.
TO SHT. SDW2-Kl
CONN. DETAIL S
FOR CONN. DETAILS
FOR CONN. DETAILS
10d @ 12" O.C.
C
lX4
FURRING
2X8 P.T. WITH 3/16"0 X 3
"o
2x P.T. AS REQ'D
.�ysz c, T
2X8 P.T.
JS
LONG TAPCONS
STAGGERED @ 16" O.C.
2X8
2x DETAIL
2 1/4" DETAIL
2-ROWS INTO MASONRY
3 -1/4" DETAIL
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS
rc—c
SCALE: N.T.S. SS
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
5A
2 x 8 4 DIAGONAL (4) 10d NAILS INTO \ -
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OS B
BUILT UP PLWD. BUCK NEL CUT HOLE IN O.S.B. FOR
ARCH PA
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2X8
CONNECT W/ 8d NAILS BRACE/ BLKG.
Twm n,
INSTALL WDW. SCREW ANCHOR-/ \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
BLOCK HEADER
1 X 4 FURRING
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2 x 8 VERT. BRACE(S)
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW---'
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
1/4" MAX
2'-0"
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2 x 8 BUCK - CONNECT TO BLOCK
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTO
/4" MAX
SOLID BLKG. AT TOP BTWN. ARCH
BLKG. & BUCK
2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END
LEAVE A CUT OUT IN O.S.B. ON TKfz:::::�
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
7/16" OSB ARCH PANEL
'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
THRU OSB INTO 2 x 8
B-B ARCH DETAIL rK
SCALE: N.T.S.
GLASS BLOCK INSTALLATION NOTES
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
PRESS PANEL REINFORCING INTO PLACE.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
SMOOTH, DO NO FURROW.
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
REMAIN FREE OF MORTAR.
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
- SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
81,
2-4'
EQUAL
PROVIDE 2x
PROVIDE (2) MIN.
TAPCON AT EA. SIDE CONT. W/ (3)
BUCK - (1) WITHIN 4" 12d NAILS
MIN. OF START OF
ARCH
START OF ARC
EXPANSION STRIP
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 REB,
(TYP,)
STD. 90
HOOK
±5
Ll---NOTCH WEB AT
FIRST 2 COURSI
UPLIFT CAPACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
I -PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d
SINKERS AND (7) 1/4"X2 1/4" TITEN 2150 #)
BOND BEAM OR CAST
IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4%." WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS
2X6 TO 2X4
20 ga. PANEL
ANCHOR
1/4" EXPANSION BOLT (2
9 ga. PANEL PER ANCHOR)
REINFORCING
(EVERY OTHER
COURSE) EXPANSION STRIP
SEALANT
6" MIN, LAP SPLICE W/
REINFORCING PANEL
6" MIN. LAP
SPLICE
-
NOTE:
.......... SEE GLASS BLOCK INSTALLATION NOTES.
SEALANT
GLASS BLOCK DETAIL
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
FILLED CELL PER
FOUNDATION PLAN
TIE
YP.)
THE
:S
40
#
0
4
+
+
12 +
+
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+ +
+
+
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2
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N
e
TRUSS
SIMPSON
z/
H2.5A W/ (10) — 2X4 SYP
8d NAILS EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
WOOD
IF TRUSSES USED) W/ (2) #6 X 4Y2
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 114" X 3 1/2" TAPCONS AT 16"
O.C.
L
SECTION @ ENTRY
SCALE: 3/4" V-101"
IN-, 'sS
(1) #5 BARS CONT.
rop WITH MIN. 3"
COVER
6'-0"
" * 4o-
4�
k
r
41
iRADE 01.
z
16" MIN.
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
[,--F.F.
(2) #5 REBAR, MIN. 3"
COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-0"
PRECAST LINTEL
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
o'l,
#5 REBAR (TYP,)
A00D. 90- HOOK (TYP.)
FILLED CELL INSTALLATION
SCALE: N.T.S.
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
77& ,—PLYWOOD SHEATHING
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
BLOCKING AS
REQUIRED
TO SUPPORT
SOFFIT
SECTION @ ROOF EXTENSION
SCALE: 3/4" V-0"
�s
-Qr:F: -ZWI=F:T n2 AND
FOR
SIMPSON HTT4 W/ (18) 10d x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT &
3" MIN. EDGE DISTANCE
RETROFIT FOR MISSING MSTAM STRAP
SCALE: 3/4" = V-0"
IOTCH q*B @ FIRST COURSE
4111�
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2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ATTACHED WALL SHEATHING TO
3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4"
AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED
6" O.C. EDGES AND 12" O.C. FIELD�
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
L
N
E
A
C
BC
Jo
SIMPSON HGAM1 OKTA @ 12" O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
I
INTO BAND JOIST & (4) 1/4"X2 3/4"
Tfl
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL lst 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 11/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHANAL'
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4"TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D.
1
11-011 5-011
INISH
SCALE: N.T.S.
#5 BAR
I?
m
CENTERED W/
9(y IN TOP r.
9
KNOCKOUT/ N
=-P �pl
CHAIR BLOCK
%
T�7/11
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT
-STANDARD
A.% 9
#5 BAR IN ;,*.4' 99 HOOK
FILLED CEL
J'
I ep 't V .9 V V .9 V Ve .9 sk
N"- STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" = V-0"
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"6" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 34'4" MIN. HOLE
SET BAR IN EPDXY
I I— EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
IN
(2) #5x6 CONC.
FILLED CELL
.7
4" SAW CUT
�A SECTION
SCALE: N.T.S.
SCALE: N.T.S.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
) WE
H
R
VE BARRIER 8.
1ARILY SECURE
WEATHER
RESISITIVE
BARRIER
EXTERIOR
SHEATHING
WEATHER
RESISITIVE
BARRIER
ED FLASHING
HEAD FLASHING TIE-IN INSTRUXTIONS:
1 . Cut, fold up & temporarily secure weat
barrier above header to allow for flashing
installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPM
EXTERIOR SHEATHING
REFER TO TECHN�CAL
LETTER ON CHEM CAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NOT USED
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
0
WP04
AM
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING 3/4"-l" BEAD OF CONSTR.
BY LAPPING DOWN D Up.,,::�� ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST AN THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN. x, UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
_v SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING SUBFLOOR
(SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"-l" BEAD OF CONSTR. EXTERIOR SHEATHING
ADHESIVE TO BE APPLIED UNDER
__�A
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
I
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
RIM JOIST
WP02
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
WP05
SELF -ADHERED FLASHING
PATCH
�HEREID FLASHING
1 2
4
5
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0, 6 cm : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
1 OP
SELF -ADHERED FLASHING
CEMT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER WP03
MECHANICALLY FASTEN IF
NEEDED IN CORNERS
THROUGH SELF -ADHERED
FLASHING
RUBBERIZED ASPHALT
RUBBERIZED ADHESIVE
ASPHALT ADHESIVE
SELF -ADHERED FLASHING
SCORED
RELEASE PAPER
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
2
5
4
6
7
Water Resistant Barrier
Lath
Sheathing
Stucco
SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED
DECK JOIST WP07 OUTSIDE CORNER WP08 WP091
WP10
NOT USED
WP1 1
NOT USED
WP12
FLASHING REQUIREMENTS
R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner
to meet the requirements of the exterior wall envelope as described in Section R703.4
Exception: Omission of the water -resistive barrier is permitted in the following situations:
1. In detached accessory buildings.
2. Under exterior wall finish materials as permitted in Table R703.4
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at alI of the following locations:
1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the
water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe
following or other approved method:
1. 1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
7. At built-in gutters.
R703.6.2.1 Weep Screeds
A Minimum 0.019-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
Detail Instructions
Refer to the number marked as in each detail that corresponds to the numbered items in the list of
instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -
for ease of installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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DATE
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SHEET NO.
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No=
ProdatItApprovall NO.
rVidualtion PAW
(20111)
A3
FL17244.1
ESR-3455
A23
FL10446.2
ESR-2606
HD210-2
FL17232.3
ESR-3445
HU210-2
FL10856.4
ESR-2549
HD212-2
FL17232.3
ESR-3"5
HU212-2
FL108M.4
ESR-2549
HD216
FL17232.3
ESR-3445
HU216
FL10856.5
ESR-254
PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018
HD216-3
FL17232.3
ESR-3445
HU216-3
FL10856.1
ESR-2549
HD26
FL17232.2
ESR-3445
HU28
FL10856.3
ESR-2549
As required by Florida Statute 553.842
construction project for which you are
and Florida Administrative Code 913-72, please
applying for a building permit. We recommend
provide the information and approval numbers on the building components
you contact your local product supplier should you not know the product
products.
listed below ifthey will
approval number for any of
beutilized onthe
the applicable listed
HD28-2
FL17232.3
ESR-3445
HU28-2
FL10856.4
ESR-2549
HD410
FL17232.4
ESR-3445
HU410
FL10856.9
ESR-2549
HD412
FL17232.4
ESR-3"5
HU412
FL10856.9
ESR-2549
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
HD610
FL17232.4
ESR -3445
HU610
FL10&56.10
ESR-2549
1. EXTERIOR DOORS
HD0410
FL17241.7
ESR-3444
HUCQ410
FL1 1468.11
SIM200804
A. SWNGING
ThermaTru
Firlber-Classlc and Smooth -Star (NON -IMPACT)
FL20461.1
+67.01-67.0 pef
Z
W
HGA10
FL17699.1
Evaluation Report
HGA10KT
FL11470.4
SIM200803
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461 6
+67.01-67.0 psf
HGAM10
FLI 7699.1
Evaluation Report
HGAM10KT
FL11470.4
SIM200803
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.9
+67.0/-67.0 psf
HHCP2
I'Ll 7236.7
ESR-3448
HCP2
FL10447.2
ESR-2551
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
I'l-2046114
+67.0/-67.0 pef
HTA16
FL1 7680.4
Evaluation Report
HETA16
FL11473.5
S;M200802
ThermaTru
Classic -Craft and Benchmark
FL15225+1
-67.0/-67.0 pal
HTA20-18
FLI 7680.4
Evaluation Report
HETA20
FL11473.5
SIM200002
ThermaTru
Smooth -Star and Benchmark
FL15225.5
+67.0/-67.0 pat
HTT16
FL17324.2
Evaluation Report
HTT16
FL11496+1
ES-0130
HTT45
FL17324.2
Evaluation Report
HTT22
I'Ll 149BA
ES-0130
ThermaTru
FiberClassic, Smoothstar, ClassicCraft, Rustic
FL7640.1
+67.0/-67.0 psf
HTW16
FL17244.8
ESR-3455
HTS16
FLlD456.22
ESR-2613
HTW20
FL17244.8
ESR-3455
HTS20
FL10456.23
ESR-2613
B. SLIDING
MI Windows and Doors
Senes420
FL15332.1 - FL15332.5
+40.0/-40.0 psf
HT\Ar24
FL17244.8
ESR-3455
HTS24
FL10456.24
ESR-2613
PGT
Series 5570
FL25110
HTW30
FL17244.8
ESR-3455
HTS30
FL10456.26
ESR-2613
C. SECTIONAL
Clopay Building Products
Residential WndCode Doors W6 (BX7)
FL15279.37
-30.0t.32.0 psf
HTWM16
FL6223.2
Evaluation Report
HTSM16
FL11473.11
SIM200802
Clopay Building Products
Residential WndCode Doors W5 (16X7)
FL15279.53
+30 0/.30.0 psf
HTWM20
FL6223.2
Evaluation Report
HTSM20
FL11473.11
SIM200802
Clopay Building Products
Residential VV1ndCode Doors W8 (W)
FL15279.85
+38.0/-42.0 psf
HUGT2
FL6223.3
Evaluation Report
HGT2
FL10456A8
ESR-2613
Clopay Building Products
Residential WndCode Doors W8 (16X7)
FL15279.102
+37.01-41.0 psf
HUGT3
FL6223.3
Evaluation Report
HGT3
FL10456A9
ESR-2613
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
807,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see inst sht)
HUS210-2
FL17232.6
ESR-3445
HUS210-2
I'Ll 0856-R4
ESR-2549
HUS212-2
FL1 7232.8
ESR-3445
HUS212-2
FL10856.11
ESR-2549
2. WNDOWS
HUS26
FL17232.6
ESR-3445
HUS26
FL10856.11
ESR-2549
A. SINGLE HUNG
MI \A4ndows and Doors
Series 185
FL174992
+50.0/-55.0 Pat
HUS28
FL17232.6
ESR-3445
HUS28
FL10858.11
ESR-2549
PGT
Series 550D
FL2397
HUS28-2
FL17232.6
ESR-3445
MUS28-2
FL10858.11
ESR-2549
B. HORIZONTAL SLIDER
MI VvInclows and Doors
Series 188
FL15351.1
+40.0/-50.0 psf
JL24
FL17232.7
ESR-3445
LU24
FL10655.103
ESR-2549
C. FIXED
MI AlIndows and Doors
Series 185
FL15349.1
+40.0/40.0 part
JL26
FL17232.7
ESR-3445
LU26
FL108M.104
ESR-2549
PGT
Series 5520
FL243.9
JUS210-2
FL17232.11
ESR-3445
LUS210-2
FL10655.107
ESR-2549
D. MULLION
M I Windows and Doors
Series 5764
FL15353.2
N/A
JUS24
FL17232.10
ESR-3445
LUS24
FL10655.109
ESR-2549
PGT
Sedes 5500
FL261.1
N/A
JUS26
FL17232.11
ESR-3445
LUS26
F1.10655A11
ESR-2-549
E, OTHER
JUS26-2
FL17232+11
ESR-3"5
LUS26-2
FL10555.112
ESR-2549
JUS28
FL17232.11
ESR-3446
LUS28
FL10655,113
ESR-2549
3. PANEL WALL
JUS46
FL17232.11
ESR-3445
LUS46
FL10655.118
ESR-2549
A. SIDING
James Hardie Building Prod.
Camplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
N/A
KLEG3
FL17241.15
ESR-3444
LEG3
FL10667.71
ESR-2615
B. SOFFITS
Aside
Solid and Vented Soffit
FL1 5272.1 - I'Ll 5272.2
+70.0/-70.0 psf
CD
E
>
0
(D
W
Cn
>
0
W
CU
M
<
CIO
Uj
KST260
FL17244+15
ESR-M55
MST60
FL10852.7
ESR-2105
C. OTHER
LSTA12
I'Ll 7244.18
ESR-3455
LSTA12
FL10852A
ESR-2105
LSTA15
FL17244.18
ESR-3455
LSTA15
FL10852.4
ESR-2105
LSTA18
FL17244.18
ESR-3455
LSTA18
FL10852.4
ESR-2105
4. ROOFING PRODUCTS
LSTA24
FL17244.18
ESR-3455
LSTA24
FL10852.4
ESR-2105
A. ASPHALT SHINGLES_
GAF
3 Tab, Dimensional
FL10124.1
N/A
LSTA30
FL17244.18
ESR-3455
LSTA30
FL10852.4
ESR-2105
B. UNDERLAYMENTS
Tamko
151b Felt Undedayment
FL12328.6
N/A
LSTA36
FL17244.18
ESR-3455
LSTA36
FL10852.5
ESR-2105
C. ROOFING FASTENERS
NOT USED
LTS19
FL17219.2
ER-0200
LTT19
FL11496.3
ER-130
0. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
LTS20B
FL17219.2
ER-0200
LTT20B
FL1 1496.3
ER-130
Florida Metal Products, Inc
Vent RVIO
FL21580.3
N/A
LTT131
FL17219.2
ER-0200
LTT131
FL11496.3
ER-130
Lomanco. Inc
DA4 Exahust Vent
FL17202.1
N/A
LTW1 2
FL17244.8
ESR-3455
LTS12
FL10456.29
ESR-2613
E. ROOFING TILES
Borst Tile
Ville 900
FL7849.27 - FL7849.28
NIA
LUGT2
FL17240.2
ESR-3447
LGT2
FL1 14701
SIM200803
Borst Tile
Saxony 900
FL7849.18 - FL7849.20
NIA
MP3
FL17244.22
ESR-3455
LS30
FL10446.15
ESR-2606
F. OTHER
MP34
FL17244.23
ESR-3455
A34
FL10446.3
ESR-2808
5 SHUTTERS
MP4F
FL17244.24
ESR-34-55
LTP4
FL10446.19
ESR-2608
K STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
N/A
MP5
FL17244.22
ESR-3455
LS50
FL10446.16
ESR-2805
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
NIA
MPH3518
FL17240.3
ESR-3447
WM1416
FL10667.86
ESR-2615
6. STRUCTURAL
MSTA12
FL17244.18
ESR-3455
MSTA12
FLID852.8
ESR-2105
COMPONENTS
MSTA15
FL17244.18
ESR-3455
MSTA15
FL10852.8
ESR-2105
A. WOOD CONNECTORS/
USP Structural Conn.
see chart
MSTA18
FL17244.18
ESR-3455
MSTA18
FL10852.9
ESR-2105
ANCHORS
Simpson Strong -Tie
see chart
MSTA24
FL17244.18
ESR-3455
MSTA24
FL10852.9
ESR-2105
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
NIA
MSTA38
FL172".16
ESR-3455
MSTA36
FL10852.9
ESR-2105
MiTek Industries, Inc,
Truss Plates
FL2197.1 - FL2197.5
N/A
MSTC40
FL17244.26
ESR-3455
MSTC40
FL10852.11
ESR-2105
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
N/A
MSTC52
FL1724426
ESR-3455
MSTC52
FL10852.11
ESR-2105
0. MATERIAL
Cast -Crate Corp.
High Strength Concrete Lintels
FL158.1
N/A
MTW12
FL17244.8
ESR-3455
MTS12
FL10456.33
ESR-2613
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
N/A
MTW16
FL172".8
ESR-3455
MTS16
FL10456.34
ESR-2613
MTW18
FL17244.8
ESR-3455
MTS18
FL10456.35
ESR-2613
MTVV20
FL1 7244.8
ESR-3455
MTS20
FL10456.36
ESR-2613
MUGT15
FL17240.5
ESR-3447
MGT
FL11470.9
SIM200803
NFM35X12
FL578.2
Evaluation Report
MBHA3.56/11.25
FL13904.6
ESR-2616
NFM35X16U
FL578,3
Evaluation Report
MBHA3.56/16
FL13904.6
ESR-2616
PAU44
I'Ll 7239.13
ESR-3449
HDU2-SDS2.5
FL10441.4
ESR-2330
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the Inspectoron the
jobsits; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers Installation requirements, Further, I
understand these products may have to be removed if approval cannot be demonstrated during inspection.
PAU66
FLI 7239.13
ESR-3449
GLTV3.516
FL1066T8
ESR-2615
PHD2A
FL17219.3
ER-0200
FGTR
FL11473.2
SIM200802
PHXU3616
FL17241.20
ESR-3"4
CS16
FL10852.1
ESR-2105
RFUS
FL6223.5
Evaluation Report
H1
FL10456,5
ESR-2613
APPLICANT SIGNATURE DATE
RS150
FL172".27
ESR-3455
H10
FL10456.6
ESR-2813
RT15
FL17236.3
ESR-3"8
H10-2
FL10456.7
ESR-2613
RT16-2
FL17236.2
ESR-3448
H10A
FL10456.6
ESR-2613
RT16A
FL17236.2
ESR-3448
H3
FL10456,13
ESR-2613
RT3A
FL17236.3
ESR-3448
H4
FL10456.14
ESR-2613
RT4
FL17236.3
ESR-3448
H5
FL10456.15
ESR-2613
RT5
FL17236.3
ESR-3448
H2.5
FL10456.11
ESR-2613
RT7
FL17236.3
ESR-3448
H2.5A
FLI 0456.12
ESR-2613
RT7A
FL17236.3
ESR-3448
H8
FL11470.3
SIM200803
RTBA
FL17236.3
ESR-3448
Spi
FL10456.41
ESR-2613
SPT22
FL`172"�30
ESR-3455
SP2
FL10456.42
ESR-2613
SPT24
FL172".31
ESR-3455
SPAI
FL10456.43
ESR-2813
SPT4
FL172".32
ESR-3455
SP6
FL10456."
ESR-2613
SPT6
FL172".32
ESR-3455
SP8
I'Ll 0456.45
ESR-2613
SPT8
FL172".32
ESR-3455
SPH4
FL10456.48
ESR-2613
SPTH4
1`1172"�32
ESR-3455
SPH6
FL10456.47
ESR-2613
SPTF16
FL172".32
ESR-3455
SPH8
FL10456.48
ESR-2613
SPTH8
FL172",32
ESR-3455
U24
FL10655.141
ESR-2549
SUH24
FL17232.13
ESR-3445
HHUS28-2
FL10655.3
ESR-2549
THD28
FL17232.16
ESR-3445
HHUS410
FL10655.4
ESR-2549
THD28-2
FL17232.16
ESR-3445
HGUS5.25/12
FL1 1468.11
SIM200804
THD410
FL17232.16
ESR-3445
HGUS414
FL11468.10
SIM200804
THD412
1`07232.16
ESR-3445
HDQ8-SDS3
I'l-10011.1
ESR-2330
THD612
FL17232.16
ESR-3"5
MSTAM24
FL11473.19
SIM200802
THDH414
FL17232.17
ESR-3445
MSTAM36
FL11473.19
SIM200802
UGTS3F
FL2033.1
Evaluation Report
MSTCM40
FL11473.19
SIM200802
UPHD8
FL17219.5
ER-0200
HHETA20
I'Ll 1473.9
SIM200802
LGT3-SDS2.5
FL1 1470.7
SIM200803
LGUM26-2
I'Ll 1473.12
SIM200802
-
SHEET NO.
PA 1,0
Florida Deparimment of Businew & Professional Regulation
Building Codes and Standards
Product Approval Applicartion, Deftil
Pass I
lawls
FL92Ml4U
raft
mom=
20
aft
2SLamon
2a
BM mauft
mmmmdm
ralm ON&OKAM�
ymwdam
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AMMON lift
P&AWN 2017
Thwmll-Tm Corporation
Rl* vww Lr.*m F. "n", P.M.
Ryan J. Mrs. P ' E.
lo/IL2017
071112=7
10ma=17
12M2F2017 Appvmd
Debaser. EXWW DOM
(410) 2WI740 PE43409
(813)767405
&AC&WSW SalinlIke ExWW Dw ANWWM
dolamilirmbldgmisulloft.
n 10- "1 - Evskmillon Report fram a
oom
Florida Reg Arphabot or a Uowaw Florida
ZLMEIILILbwmk
P ollim" E ghmm
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MINOL201dift
amisLa�
2mmmaxuimwaao
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um
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Jesse 21WM
Biallim Pressman
1
41. F6w43@@* mat ftwpr�glar
Mom" SU39;8 &QualtMorl4woodfiquat Op"m
WWI=
No
Yes
No WA
CON00911141 Edge F"Imse Singla Door
(Inewinwoutswins; x 0011111111madbil)
ammum
20b
loom
go
Malk
21kfoM=
ga
M= *MIN
emdEbm
29� lMdMKAJAM
Nddgmm
idow
Ambood
fwLamtm
amand mkft
Revision 2017
Thernim-Tru Corpo .' I
RlckV*W Lyndon F. SdwnIdL P.E.
Ryon J. Ift P.S.
121`113=7
11213FA117
112,21=7
pending F8C Appmm
cabow, Easelor n �'
(419) n$-1740 PE-43409
(813) 7674M
SubtlablaWr. awi see F , 0oorAsteemban
COW#Nwm ONkot Evokolon Report from a
Florida RegbWW Ambled or a Uowmd Florida
EL&min:NLzmdimk
Is a WW Engineer
weaves
Frassaime
0. Thenna-Tru rlbw4ivak WA snootstw
NWMO NOW.0 &QUotNQn-Wpp*dl6qUQt 00"W
12411=11
No
Yes
No WA
Cornpooft Edge Flo"Imm SIngle Dow
onewholOtAsmirs; X wreg )
Florida Departirm'd of Business & Prilyfessionell Regulation
Building Codes and Standards
Product Approval Application Datell
fteelorl 11
UmIs
mman&m
rm Rnft or go 20 2ML502a 20
Min ME" mmomom roma emb"UUAM immomm va� JINNW F11C Apormal aammm
Revision 2017 rwnwTru corporation Rm vialsis Ned" Ao%odb$on A " J. KIng, PJE. 12rjmI7 09121=7 i2mmI7 Approved
CalieWy: ExImew Dom (418)2WlT4O blarmillumnent knOL49 (813)79745H
Subcategory: 0 1 -1 Exbwlor Door Aonn*ke rldrorlilywirldigoor-Aards,
compliance Wished; Certification Mark or Lisling oom
ailinkaLemi�
amisLa� hoEmdALUM annuatKum Jesse RIMM
agdOL2MNMM 29MOAL&UklNMLRW 1. HVHZ abomL= an� E�
I a. "Causio.CwNqupt end &wat9soolmnarit by SM and SM Olown and Glaxed Flowslaw Door with 12131=1 No Yes No WA
Thwrrds-TnAquot andwWWSWsftLhww' and0uhreft
loubabids
Florlds Departirrient of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Diribill
pagal
I&WIS
FWIds Depadmert of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
pop I
11941014
FWWa Deparlinwri of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Dirtaill
PWlof2
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Rot 291
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21k
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MIN Version
bdouLLLW� kdimom
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AndoffAim�
AWoMM
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11Wkm
no go
RdLbmm
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P"Im" 2017
Therms-Tru Corporation
RIM OW Lyndom F. soffol, F.E. " J. Kinc, P.E.
IOMS02017 0711202017
IGMS12017
12112=7 Approed
RWANW 2017
Therima-Tru Corporation
Rick WNIA Lyndon F. S� P.E. Ryon J. King, P.E.
la"5=17 07/1 2rWI 7
10110=17
12/112,2017
Approved
MIN version
migaidiffiam
29mo madmKkumm Molbud&
xddew bftftd
FDIC Approval
Anemone
lima
Diameter: Exbwkw Doom
(419) 29&1740 PE-43409 (0113)7674161115
Callegory: OxWW Doors
(419) 2MI740 PE43400 (8113)767�4011
GubCmmwq: Solveling; Mclerlor Door Assemblies
rIdWilgrWbIdgOWWRIVARtil,
Sub0seegory: Swinging Exhirlor Door Asownblims
r1doweriabldigo-wilants.
RwMm 2017
Tnwmo-TIU Corporation
RICk WrIQN1 Lyndon F. 8dvrW P.E. Ryan J. KkV, P.E.
lwism? 07112/2017
10MGM17
12fl2rAl?
Approved
n I- -- .. I Evskistion PAW Irm a
em
W Ill o ModmxkEwskMmR*Wkoms
am
Calegory: Malodor Doors
(4*9)2Wi740 PE43409 (813)7674MM
Florida Possessed Archbot or a Lftnwd Florlds
Florida Registered Amhftd at a Uow*W Florida
SubCalislimmy: Swinging Exterior Door AlowYMN
rialmonebidliow-dients.
ftobob" Engifter
Prollessional Enlifter
Mofmt Evskmadon Report frorn a
ow
PL�44t2 PnWkmft
FL#MDM4ttProduft
Florida PAgWWW Arobled or a Florida
prob"Imm Engineer
ME
emaffLVROLNNNhKzmm
gmWkA�
Present Denoffi*m cooble aukaom Deb
AMMMILiKUM AmmmdJXUR
In Double
HVIR
Iowa 20"
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AnoomdAKUM ANMMmdjmmm
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ft�
BAUiUAIbW"
6
f. TherawTru Fillow-Classla arid Smooth-41ar
Norninal NOVA &wot'.114or"mpsall6quot. Opmqw 1201ram
No
yes
No WA
Contposks Edge FftMk- Singia Door
(Insawkwoullswing: x owdo-s-)
VA 115dris Fiberglass single Dow
(Inewirou"WIMIX, x 00"Pfmd-)
14
n. Therms-Tru Fliber-Cis" and Srmooth-Stsr
Nom" UM;0 Glezed I2/3IJ2=
No
Yes
No
WA
Cornpoeft Edge FbKgi- Sh& Door
FL02IM4t2
FLAMOM49
2m
low=
292 21a
RoLhom
20
raft
Enter w
am 20
alkhomm
no
FL92IM40
MIN mium
Nwadubm
29ow induKkLm�
milow &Sgftd
F13Q Amarawad
Agamm am&
Tin ismia
ammomom
gimoo AnONKALOM XdWMNM
mi� h�
EWAAMON
howuN
ANN
RwAsion 2017
ThmwTru Corporation
Rlok W*W Lyndon F. Schmidt, RE, J. long. P.E.
12m3rAI7 12AU2017
1121211=7
Pending FOC Appmal
PAvWm 2017
Ti,"'Wft r, &
Rick WrW Lyndon F. SdwnMt PE. Ryan J. King. P.E.
12M3=17 12M3=7
1201=17
pence FOCAppmal
mm versim
]IMmigaiMig
gum godamLaimm ILMOMM
Xvi" atom�
EIZAMMA
hoomm
al"
camomr. Emerlor DOM
(419) 298-1740 Pg-43409 (813) 7674MB
Caftlipolln. fterlor Dom
(4119)298-11M PE43400 (913) 7574M
Sub0slagory:9mineftill I DoorAmearnithes
I nebmilommitielts.
V:avAqk liderlorDoorAmmembilas
rklarewbildpoonsullards.
2DI7
Tiownwe-Tru corporstim
Rldtftloht Lyndon F. Botwerldl, P.M. Ryon A King. P.E.
12f,13=17 12M3=17
12,21=7
ding FBC Appo
- Sharma Evalimition R@W from a
cm
lbdw* evWua$m Report from a
om
Oramilmy: E)ftrbr Doors
(410)2Wl740 PE-434M ($13)76745M
Florida Regimewed Ardtled " a Lkemod Irlm
FW Recalls AratilemptorsUceraWFlorlds
Subcategory: Swinging Eiftft Door Asewrom
Prolemlonal Engineer
Pmfosslonal Englow
Comessaw Imwh*d: EvOistion Report Irom a
own
Florlds Reglidomod Atd*W or a Liomm"d Florida
EURNLt-aLBMOUO
FL22OM40 Products
professional Engineer
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Yes
No WA
9
L Therms-Tm Fbw.Chmmk arld Snwo&ARW
Non" OWWB Glated 12A1,2021
No
Yes,
No
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In 11114MM
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14
n. ThermIs-Irm Fliber-Clemok and Bmwdv-&w
Wm*,d SWW,0 Gloved 12J31=1
No
yes
No
WA
Canpoeft Edge Flow Single DOW
(Immmingewimmino; x condirmallon)
Florida Dimpartinard of Business & Profession@[ RequilialloA Pqpl&l
Building Codes and Standards tamis
Product Approval Application Detail
PLIP111112211161116
2m grow or Rdt 20 2SLawn 292
bw yamman meediamm gasses ADMMNLLU� ydmdmm Vaidow AMMON PWASSIOVW An mom
RwAdon 2017 Thernme-Tm corporation Rick VWrIgM National Accreditation " A KWq, PE. 12FAM17 OW2112DI7 12r"W17 Approved
I A - Elderfor Dow (419)2911-11740 M g hmmkft (S`I3)767-Wft
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Thomm-Tim"Quot; arid WWaKd gb6ftC 1010MV 04 OUNOWIng
Florida Doplarinnert of Business & Professional Regulation
Building Codes and Slaridards
Product Approval Application Detall
P".1orl
FLM7f4Y4%2
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New 2014 Thwm*-Tfu Corporation Rick y1fright Nations[ AOX*dkwbn A Ryan J. King, P.E. 07r2mis 05107=5 07/262N& Approved
C&%Wr. E)Urbr Doors (4111111)2911-1740 mermsernert Institute (615)767-MM
kinve
0, Ill Marriott' "llmd, MwkocL"V porn
FL21774740 Pnmkmdm
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1 a. opficlim Fflowillus Dow lea ill 3030A x TAii Opm%w "bamplass Door 07131,2010 No yes No WA
(In-6 I OUWAV x comeguraboria).
Florida Departrimart of Business & Professional Regulation passion
Building Codes and Standards Immill
Product Approval Applicallim Detall
PLIFYIN16.411111
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