HomeMy WebLinkAboutrevision 7-30-19OFFICE USE ONLY:
DATE FILED: 1 vo i
REVISION FEE: 5 • O
LOCATION/SITE
ADDRESS:
C"ANNED FILE COPY
8y PERMIT#
LUCID County®
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 _
(772)462.1553 RECEIVED .-_
APPLICATION FOR BUILDING PERMIT REVISIC NS JUL 3 0 ?J?�
PROJECT INFORMATION
ST. Lucie County, Permitting
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
�2lOf�/�iil Uf /!i/�L(ODCI� Ci��ir%/rt%,'S
CONTRACTOR INFORMATION:
STATE of FL REG./CERT
BUSINESS NAME:
QUALIFIERS NAME
ADDRESS:
CITY:
PHONE (DAYTIME):
ST. LUCIE CO CERT. #:
STATE:
FAX:
OWNER/BUILDER INFORMATION:
NAME: //lfillolfh 1f4w1-(1
ADDRESS: / bz lorl-yf /C C %
CITY: STATE:
PHONE (DAYTIME: (-C£CL
ARCHITECT/ENGINEER INFORMATION:
NAME: ,
ADDRESS:
CITY: ✓f
PHONE (Di
FAX:
ZIP:
ZIP:
SLCCC: 9123109
Revised 06130117 REVISION
STRUCTURAL -GENERAL NOTES
15.
CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE AS SPECIFIED BY THE
TRUSS MANUFACTURER.
DESIGN CRITERIA AND LOADS:
16.
HANGERS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER
1.
WIND DESIGN:
WITH NAILS FOR SPECIFIC USE AND INSTALLATION.
WIND SPEED (MPH) V(ADJ)=127 V(ULT)=160
17.
STUDS SHALL HAVE FULL BEARING ON A SOLE PLATE OR SILL NOT LESS THAN 2 INCHES IN
RISK CATEGORY 11
THICKNESS HAVING A WIDTH NOT LESS THAN THAT OF THE WALL STUDS.
EXPOSURE CATEGORY D
18.
ALL PRESERVATIVE SOLE PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR
ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED
MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY
DURABLE OR PRESERVATIVE -TREATED WOOD AND SHALL MEET THE FOLLOWING:
INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.55
a. ALL ANCHOR BOLTS SHALL HAVE 2"X2"X1/8" PLATE WASHERS UNLESS NOTED
TOPOGRAPHIC FACTOR KZT =1.0
OTHERWISE.
2.
THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF
b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 4-INCHES OF EACH
RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD
END OR JOINT IN PLATE.
IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON
THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAU MECHANICAL/
c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN
ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD,
THE MIDDLE THIRD OF THE PLATE LENGTH.
SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS.
d. SLEEVE ANCHORS ARE NOT PERMITTED UNLESS NOTED OTHERWISE.
PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW
e. ANCHORS SHALL BE MINIMUM 1/2" DIAMETER EMBEDDED 7 INCHES INTO THE
EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR
CONCRETE AND SPACED NOT MORE THAN 4 FEET UNLESS NOTED OTHERWISE.
TO INSTALLATION.
19.
WOOD FRAMING MEMBERS INCLUDING SHEATHING RESTING ON AN EXTERIOR
GENERAL REQUIREMENTS
FOUNDATION CLOSER THAN 8 INCHES FROM EXPOSED EARTH SHALL BE APPROVED
1.
PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS
NATURALLY DURABLE WOOD OR TREATED WOOD.
AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL
20.
BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE
NOTES.
TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16D @ 12" O.C.
2.
THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA
21.
STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL.
BUILDING CODE (FBC)", SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS
22.
NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR
ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
WALL.
3.
WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF
23.
IN NON -BEARING WALLS AND PARTITIONS, STUDS SHALL BE SPACED NOT MORE THAN 24
THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC
INCHES ON CENTER AND ARE PERMITTED TO BE SET WITH THE LONG DIMENSION
SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE
PARALLEL TO THE WALL.
ENTIRE STANDARD.
24.
WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND
4.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE
SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL
WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND
PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS OR SCREWS INSTALLED IN
CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DRIVEN FULLY.
O
PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE
AND SECURE MANNER.
WINDOW
NOTES
5.
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION
1.
THE DESIGN PRESSURES FOR THE WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN
AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF
IN THE SCHEDULE.
OCCUPATIONAL SAFETY AND HEALTH).
2.
THE WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S
6.
ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS
NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL).
MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE
3.
THE WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE
ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED
T
PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING.
WITHOUT ADEQUATE TECHNICAL DOCUMENTATION THAT SIGNIFICANTLY DEVIATE FROM
4.
EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN
THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW.
PRESSURES.
ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED
UNLESS AUTHORIZED BY THE OWNER.
5.
PRIOR TO INSTALLATION, ALL FRAMES MUST BE CHECKED FOR RACK, TWIST AND OUT OF
SQUARE.
7.
ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF
THE BUILDING AND AROUND THE BUILDING PERIMETER TO ALLOW DRAINAGE AWAY
6.
FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING
FROM THE STRUCTURE.
ALL OPENINGS.
8.
CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY CLOUDED AND
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
NOTED. ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE
b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.
RE -SUBMITTAL.
c. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR
9.
DISCREPANCIES, OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE
TO ATTACHING TO THE OPENING PER WINDOW DETAILS.
REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN
d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.
WRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK.
e. INSTALL WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.
10.
THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND
7
APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A
UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY
MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL
UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND
FRAMING COMPONENTS.
NOT NECESSARILY COMPLETE.
11.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.
&
SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE
CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT
FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.
TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE PROCEEDING
9•
ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.
WITH THE WORK.
CHEMICAL (ADHESIVE) ANCHORS
STRUCTURAL CERTIFICATION
1.
SHALL BE TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS HILTI HIT HY200, HILT[
1.
I CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL
RE500 SD, POWERS PURE 100+, OR SIMPSON SET ADHESIVE SYSTEM, OR ENGINEER
PORTION OF THE FLORIDA BUILDING CODE SIXTH EDITION.
APPROVED SUBSTITUTION.
2.
1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE
2.
EPDXY TYPES AND BRANDS VARY IN THEIR BOND STRENGTH AND SUITABILITY OF USE,
ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC AND
DEPENDING ON TYPE OF LOADING, ANCHOR SPACING, ETC. WHEN A PARTICULAR TYPE OF
CHAPTER 3 IN THE FBC-RESIDENTIAL.
EPDXY IS SPECIFIED IN THESE DRAWINGS, A UNIQUE CALCULATION HAS BEEN MADE
BASED ON THE PROPERTIES OF THAT SPECIFIC TYPE OF EPDXY FOR THE SPECIFIC
WOOD CONSTRUCTION NOTES
CONDITION SHOWN IN THE DETAIL. SUBSTITUTION OF EPDXY TYPE IS NOT ALLOWED
1.
ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS AND
WHERE DETAIL SPECIFIES ONLY ONE TYPE OF EPDXY, WITHOUT PRIOR WRITTEN
CODES INDICATED IN THE DESIGN CRITERIA.
APPROVAL BY THE ENGINEER OF RECORD. NOT ALL EPDXY BRANDS OR TYPES WILL BE
2.
SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-95 / ANSI A 199.1. ALL SHEETS BEAR
ALLOWED AS SUBSTITUTES. ICC-ES REPORTS FOR PROPOSED ANCHOR SUBSTITUTIONS
APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. PROVIDE 1/8" SPACE AT PANEL
MUST BE SUBMITTED TO FOR FOR FINAL REVIEW. FOR MAY REQUIRE ENGINEERED
EDGES AND END JOINTS UNLESS OTHERWISE NOTED.
CALCULATIONS FOR REVIEW AND APPROVAL.
3.
ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI NATIONAL
3.
SUBSTITUTIONS OF EPDXIES IN ONE CONDITION SHALL NOT BE CONSTRUED AS
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
APPROVAL TO MAKE SIMILAR SUBSTITUTION OF EPDXIES IN OTHER DIFFERING
4.
LUMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH NATIONAL GRADING RULES AND
CONDITIONS. EACH SUBSTITUTION MUST RECEIVE PRIOR WRITTEN APPROVAL BY THE
SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED L3Y DOC PS 20
ENGINEER OF RECORD.
OR EQUIVALENT.
4.
INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED
5.
ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC OR AISI
INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING,
AND EMBEDMENT SPECIFIED ON DRAWINGS.
SPECIFICATIONS.
6.
LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS AND SHEATHING SHALL NOT EXCEED
5.
ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION
19% MOISTURE CONTENT AT TIME OF INSTALLATION. AND SHALL BE STAMPED "S-DRY",
TO SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE
"K-D", OR "MC15". ALL LUMBER SHALL BE S4S.
ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACVCRSI (ACI 318-11 D.9.2.2), PROOF OF
CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR
7.
ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,
TO COMMENCEMENT OF INSTALLATION.
CONCRETE OR SOIL SHALL BE PRESSURE TREATED, OR HAVE APPROVED SEPARATING
MATERIAL.
6
THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS
TO BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL
8.
ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS
PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE
SPECIFICALLY INDICATED AS NET SIZE.
KEPT ON SITEAND MADE AVAILABLE TO THE FOR AS REQUESTED.
9.
UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED:
7,
THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL HOLE CLEAN -OUT
a. STRUCTURAL ROOF AND WALL FRAMING - #2 SYP.
REQUIREMENTS ARE FULLY COMPLETED BY THE INSTALLERS PRIOR TO INJECTING EPDXY
b. NON-STRUCTURAL WALL FRAMING - STUD GRADE SPF OR METAL STUDS.
INTO HOLES IN ACCORDANCE WITH THE MANUFACTURER'S MPII.
c. NON-STRUCTURAL FRAMING - #2 SPF.
8.
NO LOAD SHALL BE APPLIED TO THE EPDXY ANCHORS UNTIL THE EPDXY HAS FULLY
CURED AND HAS ACHIEVED ITS SPECIFIED STRENGTH. CURE TIME SHALL BE PER
d. ROOF FRAMING MEMBERS ABOVE THE CEILING LINE -#2 SYP
MANUFACTURER'S PUBLISHED VALUES FOR SPECIFIC PRODUCT BEING USED.
e. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
9,
IF DETAIL SHOWS EPDXY ANCHORS IN SLOTTED HOLES, IT IS IMPERATIVE THAT ANY
10.
FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO WEATHER
EXCESS EPDXY IS CLEANED UP FROM AROUND THE ANCHOR ROD, SO THAT IT DOES NOT
SHALL BE HOT DIPPED GALVANIZED.
INTERFERE WITH ADJUSTABILITY OF ANCHOR ROD IN SLOTTED HOLE.
11.
FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS,
10.
ADHESIVE ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN
ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE
ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193 FOR CRACKED, UNCRACKED AND
TREATMENT METHOD AND AS FOLLOWS:
SEISMIC CONCRETE RECOGNITION.
a. WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC COATING.
11.
ADHESIVE ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN
b. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
ACCORDANCE WITH ICC-ES AC01 OR AC106.
(NON -DOT) - MINIMUM G185 INC COATING.
12.
EXISTING REINFORCING BARS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL
c. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE
NOT BE CUT UNLESS APPROVED BY THE EOR.
PRESERVATIVE WOOD SUPPLIER
13.
ADHESIVE ANCHORS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE
d. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED FOR ALL TYPES OF
INSTALLED UNTIL THE CONCRETE AND/OR MASONRY HAS BEEN CURED FOR AT LEAST
TREATED WOOD.
21-DAYS.
12.
WOOD FASTENING SHALL BE AS SPECIFIED IN THE DRAWINGS. FASTENING NOT
14.
PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL POST INSTALLED ANCHORS IN
SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF
ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE
THE FLORIDA BUILDING CODE.
CURRENT ICC-ES REPORT (IBC2012 TABLE 1705.3 NOTE B).
13.
CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR
15.
ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS
EACH APPLICATION. FASTENINGS IN CONTACT WITH MOISTURE SHALL BE HOT -DIPPED
TO RESIST SUSTAINED TENSION LOADS SHALL BE CONTINUOUSLY INSPECTED DURING
GALVANIZED CONFORMING TO ASTM A-158-80.
INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED FOR THAT PURPOSE BY THE
14.
SHEATHING NAILS OR SCREWS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IF
BUILDING OFFICIAL (ACI 318-11 D.9.2.4).
FLUSH WITH THE SURFACE OF THE SHEATHING.
WINDOW SCHEDULE
MK.
SIZE
DESIGNATION
TYPE
MATERIAL
D. P.
WIDTH
HEIGHT
TRANSM
THK.
O4'-2"
5'-0"
-
__
(E) PORCH
RHOLLING
WHITE wGLAZINGT10 BEG MPER . LASS DWPER FBC. SCH630
+51/-62
PRODUCT APPROVAL AFFIDAVIT FORM
CATEGORY! SUBCATEGORY
APPROVAL
MANUFACTURER
MODEL NUMBER
BUILDING DESIGN PRESSURES
PRODUCT DESIGN PRESSURES
NUMBER(S)
(+PSF) (-PSF)
(+PSF) (-PSF)
B. WINDOWS
1. SINGLE HUNG
FL# 242.3
PGT
HR-710 ALUM.
PER PLAN
75 -75
HORIZ. ROLLING
NOTE: THE ENGINEER HAS REVIEWED THE ABOVE COMPONENTS OR CLADDING AND HAS APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY
CURRENT CODE PROVISIONS.
NOTES:
1. ALL. WINDOWS IMPACT RESISTANT LOWE GLASS, AND SHALL. MEET MIAMI-DADE COUNTY PRODUCT APPROVAL STANDARDS.CONTRACTOR SHALL
SUBMIT ALL APPLICABLE LITERATURE TO BUILDING DEPARTMENT FOR APPROVAL.
2. EGRESS WINDOWS SHALL COMPLY w/F.B.C. 2010 SECTION R310.1 (SILL HEIGHT, OPENING AREA, OPENING WIDTH, OPENING HEIGHT)
3, FIELD VERIFY ALL DIMENSIONS OF WINDOWS IN EXISTING OPENINGS
4. ALL DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS, NOTIFY ENGINEER IMMEDIATELY
OF ANY DISCREPANCIES.
5. GLAZING TO BE TEMPERED PER FBCR 308 WHERE REQUIRED.
VERIFY EXISTING FILLED CELL
OR SAWCUT & REMOVE CMU FACE
AND GROUT MONOLITHICALLY
W/ NEW CELL
EXIST CMU WALL
SCALE: 3/4" = V-0"
(E) GABLE END
TO REMAIN
EXISTING NEW
J" A.B. 0 12" O.C.
INTO EXISTING CMU WALL
NEW FRAME WALL
#10 SCREWS
0 16" O.C. MAX. &
WITHIN 4" OF EDGES
MINIMUM 3 SCREWS
STUCCO
#10 SCREWS
0 16" O.C. MAX. &
DRYZ
WITHIN 4" OF EDGE,
INTEMINIMUM 3 SCREWS
FINIS
EE WINDOW DETAILS
EXTERIOR FINISH 1, DRYWALL WINDOW
INTERIOR FINISH
DUPONT FLEX WRAP NF
SEE WINDOW ;
DETAILS --
2X P.T. BUCK & PLACE STUCCO
SEALANT-1APRON MADE OF DUPONT EXTERIOR FINISH
TYVEK WRB OVER LOWER
WINDOW)/ LAYER OF DUPONT TYVWEK SEALANT &
WRB (6" MIN. OVERLAP) BACKER ROD
** DO NOT CUT THROUGH DUPONT
FLASHING SYSTEM PRODUCTS OR APRON
TYR HEADER DETAIL TYP. JAMB DETAIL
*NOTE REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONS AT CORNERS
AND MEETING RAILS. SHIMS SHALL BE J" SHORTER THAN DEPTH OF DOOR AND SHALL BE NON
WATER -DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PROTECTO WALL FLASHING OR SIMILAR.
WINDOW BUCK AT FRAME DETAIL
SCALE: 3/4" = V-0"
(E) GABLE END TRUSS TO REMAIN
(E) ROOFING TO REMAIN
(E) SHEATHING TO REMAIN
(E) SOFFIT TO REMAIN x✓"" , .-�""-ADD
�.
LIE) CEILING TO REMAIN
(E) 2x12 SYP. BEAM SIMPSON RSP4 STRAP@ JAM S W/
TO REMAIN .-,- -._ _ z , ...�.. .. A34 STRAP PER TYPICAL BE ION
SIMPSON RSP4 STRAP
W/ (4) Sd x 1 '�" @ :3IMPSONA34STRAPW/(8)8dxl�' � . ` . °.• •.. Y` .MIT
EA. END OF JAMBS i 4
>>' , ,(1)}"LAG SCREWS
INTERIOR FINISH �
`' � � 12" O.C. STAGGERED
TO MATCH EXISTING �, - , ,� „, , W%�?" MIN. EDGE DIST CE
./' ✓ �, T
`",`+'°�; 6x6'SYP. COLUMN
EXTERIOR FINISH 6"x6" S=COLUMNPER , *4` ".. `TO BE ADDED 3 TWINDOW
TO MATCH EXISTING ) , '� OPENING
"..SCREEN ENCLOSURE
,,``
1/2" CDX PLYWOOD ,, • COLUMN TO REMAIN `
SHEATHING ;! °
W/10d @ 6" O.C. 2x6 P.T. BASEPLATE
W/ 1/2" ANCHOR BOLT TO BE t
INSTALLED @ 12" O.C. DRE
3" MIN. INTO SLAB , T'
1 1�
5 1/2" W x 6" D CONCRETE CURB Y'a' ' E > `,. r
E PAVERS
�TO REMAIN �',,. SIMPSON ABU66�L SS STRAP
y
(E) SLAB W/ 12 16d TO P
6" IN • ". -,T TO REMAIN - & (1)' A.B W/ 4" MIN, EMBED. TYP
POST
v
.p 5 1/2 W x 6 D CO
(CRETE CUR
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x
F ooTERTOREMAiN
TYPICAL WALL SECTION
1 WALL ELEVS��TION
_ NOTE: SHEATHING NOT SHOWN FOR CLARITY
SCALE: 1/2" = V-0" SCALE: 1/2" = V-0"
AREA OF
WORK
LOCATION PLAN
O IhII0411,11111
r' #5 BAR VERT. EP(
6" INTO (E) CONC.
<` CMU TIE BEAM
REMOVE FA OF CMU BLOCK------ ----
FOR STEEL PLA MENT COVER "
,E
W/ PLYWOOD F 7ING D_
-
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r>
t
ALTERNATIVE:
USE TWO #5 BARS LAP @ CE ER, #5 BAR VERT. TO
MAINTATIN EMBED. AND LAP SPLI S BE GROUTED SOLID
REMOVE FACE OF CMU BLOCK
FOR STEEL PLACEMENT COV mm",
NWI PLYWOOD FOR GROU G i U
/ ..... ....... N IJ
STIN
F UNDATION
#5 BAR VERT. OXIED
6" INTO (E) FOUNIDATIOI
FILLED CELL ON EXISTING WALL DETAIL
(E)2x12 SYP.
BEAM TO REMAIN
LAG SCREWS @ 9"
WINDOW
OPENING
- �' & .......
w" (E) TOOTER TO REMAIN
EXISTING
FILLED CELL
� A.B, @ 24" O.C.
STAGGARED
W/2" MIN. EDGE DISTANCE
2x6 P.T. STUD
CANN
By
(B) CMU WAL4 (C e COUCa `
2x6 P.T. BOTT( AI E tom,.- '-F'
1 /2"0 x 11" LO G AA No, 671000
TO BE INSTALE
@ 36" O.C. D8 3" K91N. STATE OF
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08-27-2019
SHEET
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L.,
STRUCTURAL -GENERAL NOTES
DESIGN CRITERIA AND LOADS:
1. WIND DESIGN:
WIND SPEED (MPH) V(ADJ)=127 V(ULT)=160
15.
16.
17.
CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE AS SPECIFIED BY THE
TRUSS MANUFACTURER.
HANGERS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER
WITH NAILS FOR SPECIFIC USE AND INSTALLATION.
STUDS SHALL HAVE FULL BEARING ON A SOLE PLATE OR SILL NOT LESS THAN 2 INCHES IN
6x6 COLUMN
RISK CATEGORY II
THICKNESS HAVING A WIDTH NOT LESS THAN THAT OF THE WALL STUDS.
A
EXPOSURE CATEGORY D
18.
ALL PRESERVATIVE SOLE PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR
ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED
MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY
r
DURABLE OR PRESERVATIVE -TREATED WOOD AND SHALL MEET THE FOLLOWING:
INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.55
a. ALL ANCHOR BOLTS SHALL HAVE 2"X2"Xl/8" PLATE WASHERS UNLESS NOTED
TOPOGRAPHIC FACTOR KZT =1.0
OTHERWISE.
O
2. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF
b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 4-INCHES OF EACH
RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD
END OR JOINT IN PLATE.
IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON
THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAU STRUCTURAL/ MECHANICAL/
c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN
ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD,
THE MIDDLE THIRD OF THE PLATE LENGTH.
iv 9 1
-
SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS.
d. SLEEVE ANCHORS ARE NOT PERMITTED UNLESS NOTED OTHERWISE.
81
PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW
e. ANCHORS SHALL BE MINIMUM Y2" DIAMETER EMBEDDED 7 INCHES INTO THE
EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR
TO INSTALLATION.
CONCRETE AND SPACED NOT MORE THAN 4 FEET UNLESS NOTED OTHERWISE.
19.
WOOD FRAMING MEMBERS INCLUDING SHEATHING RESTING ON AN EXTERIOR
GENERAL REQUIREMENTS
FOUNDATION CLOSER THAN 8 INCHES FROM EXPOSED EARTH SHALL BE APPROVED
1. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS
NATURALLY DURABLE WOOD OR TREATED WOOD.
AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL
20.
BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE
NOTES.
TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16D @ 12" O.C.
/�ja�__
2. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA
RED TO AS THE FBC AS
21.
STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL.
S E WALL ANCHOR
6x6
ENCLOSURE
REMAIN
BUILDING CODE (FBC) ,SIXTH EDITION, HEREAFTER REFER 22. NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR DETAIL, TYP. ) VERIFYj4=ILLED CELL IN
ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). WALL. FIEL R INSTALL PER DETAIL
3. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF 23, IN NON -BEARING WALLS AND PARTITIONS, STUDS SHALL BE SPACED NOT MORE THAN 24
THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC INCHES ON CENTER AND ARE PERMITTED TO BE SET WITH THE LONG DIMENSION
SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE PARALLEL TO THE WALL. PROPOSED FLOOR PLAN
ENTIRE STANDARD.
24. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND --- -- -
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL SCALE: 1/4" = 1'-0"
WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS OR SCREWS INSTALLED IN
CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DRIVEN FULLY.
PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE
AND SECURE MANNER. WINDOW NOTES
5. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION 1. THE DESIGN PRESSURES FOR THE WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN
AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF IN THE SCHEDULE.
OCCUPATIONAL SAFETY AND HEALTH). 2. THE WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S
6. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL).
MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE 3. THE WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE
ITH AN APPROVED IMPACT RESISTANT COVERING
(E) SCREENED ENCLOSURE
34'-0"
(E) OPEN PORCH
(E) HOUSE
NEW 2x6 SYP. WALL PER SECTION
covLUG1E Co
�j� • BOcc
FILE COPY
(E) SCREEN ENCLOSED
POOL & POOL DECK
AREA OF
WORK
,i' (E) OPEN PORCH
-� (E) HOUSE
SCOPE OF WORK:
CREEN NCLOS RE COL MN TO EMAIN.
A D A OPOSED FLOOR PLAN.
3. ADD NEW WINDOWS AS SHOWN ON PROPOSED FLOOR PLAN.
WINDOW SCHEDULE
MK
SIZE
DESIGNATION
TYPE
MATERIAL
D. P.
WIDTH
I HEIGHT
ITRANSM
I THK.
®_
4'-2"
5'-0"
-
(E) PORCH
HORIZ
ROLLING
WHITE w/ IMPACT RES, GLASS LOWE UV-60 SCH630
GLAZING TO BE TEMPERED PER FBC.
+51/-62
ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED
PROTECTED W
WITHOUT ADEQUATE TECHNICAL DOCUMENTATION THAT SIGNIFICANTLY DEVIATE FROM 4.
EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN
NOTES:
THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW.
PRESSURES.
1.
ALL WINDOWS IMPACT RESISTANT LOWE GLASS, AND SHALL MEET MIAMI-DADE COUNTY PRODUCT APPROVAL STANDARDS. CONTRACTOR SHALL
ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED 5.
PRIOR TO INSTALLATION, ALL FRAMES MUST BE CHECKED FOR RACK, TWIST AND OUT OF
SUBMIT ALL APPLICABLE LITERATURE TO BUILDING DEPARTMENT FOR APPROVAL,
WIDTH, OPENING HEIGHT)
UNLESS AUTHORIZED BY THE OWNER.
2.
EGRESS WINDOWS SHALL COMPLY w/F.B.C. 2010 SECTION R310.1 (SILL HEIGHT, OPENING AREA, OPENING
7. ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF 6
SQUARE.
FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING
3.
4.
FIELD VERIFY ALL DIMENSIONS OF WINDOWS IN EXISTING OPENINGS
ALL DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS, NOTIFY ENGINEER IMMEDIATELY
THE BUILDING AND AROUND THE BUILDING PERIMETER TO ALLOW DRAINAGE AWAY
ALL OPENINGS.
OF ANY DISCREPANCIES.
FROM THE STRUCTURE.
5.
GLAZING TO BE TEMPERED PER FBCR 308 WHERE REQUIRED,
8. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY CLOUDED AND a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
NOTED. ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.
RE -SUBMITTAL, c. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR
9. DISCREPANCIES, OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE TO ATTACHING TO THE OPENING PER WINDOW DETAILS.
REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.
WRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK. e. INSTALL WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.
10. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND 7 APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A
UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL
UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND FRAMING COMPONENTS.
NOT NECESSARILY COMPLETE.
8. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE
11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. VERIFY EXISTING FILLED CELL
CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT 9 ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE. OR SAW C TGROUTMOVE CMU
FACE
TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE PROCEEDING
ALLY
WITH THE WORK. CHEMICAL (ADHESIVE) ANCHORS W/ NEW CELL
STRUCTURAL CERTIFICATION 1. SHALL BE TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS HILTI HIT HY200, HILT[
ADHESIVE SYSTEM OR ENGINEER
1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL RE500 SD, POWERS PURE 100+ , OR SIMPSON SET
PORTION OF THE FLORIDA BUILDING CODE SIXTH EDITION. APPROVED SUBSTITUTION.
2. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE 2. EPDXY TYPES AND BRANDS VARY IN THEIR BOND STRENGTH AND SUITABILITY OF USE,
ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC AND DEPENDING ON TYPE OF LOADING, ANCHOR SPACING, ETC. WHEN A PARTICULAR TYPE OF
CHAPTER 3 IN THE FBC-RESIDENTIAL. EPDXY IS SPECIFIED IN THESE DRAWINGS, A UNIQUE CALCULATION HAS BEEN MADE
BASED ON THE PROPERTIES OF THAT SPECIFIC TYPE OF EPDXY FOR THE SPECIFIC EXIST CMU WALL -
WOOD CONSTRUCTION NOTES
CONDITION SHOWN IN THE DETAIL. SUBSTITUTION OF EPDXY TYPE IS NOT ALLOWED
1.
ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS AND
WHERE DETAIL SPECIFIES ONLY ONE TYPE OF EPDXY, WITHOUT PRIOR WRITTEN
CODES INDICATED IN THE DESIGN CRITERIA.
APPROVAL BY THE ENGINEER OF RECORD. NOT ALL EPDXY BRANDS OR TYPES WILL BE
2.
SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-95 / ANSI A 199.1. ALL SHEETS BEAR
ALLOWED AS SUBSTITUTES. ]CC -ES REPORTS FOR PROPOSED ANCHOR SUBSTITUTIONS
APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. PROVIDE 1/8" SPACE AT PANEL
MUST BE SUBMITTED TO FOR FOR FINAL REVIEW. FOR MAY REQUIRE ENGINEERED
EDGES AND END JOINTS UNLESS OTHERWISE NOTED.
CALCULATIONS FOR REVIEW AND APPROVAL.
3.
ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI NATIONAL
3.
SUBSTITUTIONS OF EPDXIES IN ONE CONDITION SHALL NOT BE CONSTRUED AS
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
APPROVAL TO MAKE SIMILAR SUBSTITUTION OF EPDXIES IN OTHER DIFFERING
4.
LUMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH NATIONAL GRADING RULES AND
CONDITIONS. EACH SUBSTITUTION MUST RECEIVE PRIOR WRITTEN APPROVAL BY THE
SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY DOC PS 20
ENGINEER OF RECORD.
OR EQUIVALENT.
4.
INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED
INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING,
5.
ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC OR AI51
AND EMBEDMENT SPECIFIED ON DRAWINGS.
SPECIFICATIONS.
5.
ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION
6.
LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS AND SHEATHING SHALL NOT EXCEED
TO SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE
19% MOISTURE CONTENT AT TIME OF INSTALLATION. AND SHALL BE STAMPED "S-DRY",
ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACUCRSI (ACT 318-11 D.9.2.2). PROOF OF
"K-D", OR "MC15". ALL LUMBER SHALL BE S4S.
CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR
7.
ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,
TO COMMENCEMENT OF INSTALLATION.
CONCRETE OR SOIL SHALL BE PRESSURE TREATED, OR HAVE APPROVED SEPARATING
6.
THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS
MATERIAL.
TO BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL
(E) GABLE END
8.
ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS
PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE
TO REMAIN
SPECIFICALLY INDICATED AS NET SIZE.
KEPT ON SITE AND MADE AVAILABLE TO THE FOR AS REQUESTED.
9.
UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED:
7.
THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL HOLE CLEAN -OUT
a. STRUCTURAL ROOF AND WALL FRAMING - #2 SYP.
REQUIREMENTS ARE FULLY COMPLETED BY THE INSTALLERS PRIOR TO INJECTING EPDXY
b. NON-STRUCTURAL WALL FRAMING - STUD GRADE SPF OR METAL STUDS.
INTO HOLES IN ACCORDANCE WITH THE MANUFACTURER'S MPII.
8.
NO LOAD SHALL BE APPLIED TO THE EPDXY ANCHORS UNTIL THE EPDXY HAS FULLY
c. NON-STRUCTURAL FRAMING - #2 SPF.
CURED AND HAS ACHIEVED ITS SPECIFIED STRENGTH. CURE TIME SHALL BE PER
d. ROOF FRAMING MEMBERS ABOVE THE CEILING LINE - #2 SYP
MANUFACTURER'S PUBLISHED VALUES FOR SPECIFIC PRODUCT BEING USED.
e. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
9,
IF DETAIL SHOWS EPDXY ANCHORS IN SLOTTED HOLES, IT IS IMPERATIVE THAT ANY
10.
FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO WEATHER
EXCESS EPDXY IS CLEANED UP FROM AROUND THE ANCHOR ROD, SO THAT IT DOES NOT
SIMPSON RSP4 STRAP -
W/ (4) 8d x 1 � @
SHALL BE HOT DIPPED GALVANIZED.
INTERFERE WITH ADJUSTABILITY OF ANCHOR ROD IN SLOTTED HOLE.
EA. END OF JAMBS
11.
FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS,
10.
ADHESIVE ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN
ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE
ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193 FOR CRACKED, UNCRACKED AND
TREATMENT METHOD AND AS FOLLOWS:
SEISMIC CONCRETE RECOGNITION.
a. WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC COATING.
11.
ADHESIVE ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN
b. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
ACCORDANCE WITH ICC-ES AC01 OR AC106.
(NON -DOT) - MINIMUM G185 INC COATING.
12.
EXISTING REINFORCING BARS IN CONCRETE ANDIOR MASONRY CONSTRUCTION SHALL
EXTERIOR FINISH
c. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE
NOT BE CUT UNLESS APPROVED BY THE EOR.
TO MATCH EXISTING
PRESERVATIVE WOOD SUPPLIER
13.
ADHESIVE ANCHORS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE
d. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED FOR ALL TYPES OF
INSTALLED UNTIL THE CONCRETE AND/OR MASONRY HAS BEEN CURED FOR AT LEAST
1/2" CDSHEAT
TREATED WOOD.
21-DAYS.
ING
12.
WOOD FASTENING SHALL BE AS SPECIFIED IN THE DRAWINGS. FASTENING NOT
14.
PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL POST INSTALLED ANCHORS IN
W/ 10d @ 6" O.C.
SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF
ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE
CURRENT IC( -ES REPORT (IBC2012 TABLE 1705.3 NOTE B).
THE FLORIDA BUILDING CODE.
13.
CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR
15.
ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS
EACH APPLICATION. FASTENINGS IN CONTACT WITH MOISTURE SHALL BE HOT -DIPPED
TO RESIST SUSTAINED TENSION LOADS SHALL BE CONTINUOUSLY INSPECTED DURING
GALVANIZED CONFORMING TO ASTM A-158-80.
INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED FOR THAT PURPOSE BY THE
BUILDING OFFICIAL (ACT 318-11 D.9.2.4).
14.
SHEATHING NAILS OR SCREWS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IF
FLUSH WITH THE SURFACE OF THE SHEATHING.
6"
PRODUCT APPROVAL AFFIDAVIT FORM
CATEGORY 1 SUBCATEGORY APPROVAL
MANUFACTURER MODEL NUMBER
BUILDING DESIGN PRESSURES PRODUCT DESIGN PRESSURES
(+PSF) (-P8F) (+PSF) (-PSF)
NUMBER(S)
B. WINDOWS
1. SINGLE HUNG FL# 242.3
PGT HIR ALUM.
PER PLAN 75 -75
HORIZ. ROLLING
®
NOTE: THE ENGINEER HAS REVIEWED THE ABOVE COMPONENTS OR CLADDING AND HAS APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY
d%
CURRENT CODE PROVISIONS.
EXISTING NEW
WALL ANCHOR DETAIL
SCALE: 3/4" = V-0"
}" A.B. 0 12' O.C.
INTO EXISTING CMU WALL
NEW FRAME WALL
LIE) CEILING TO REMAIN
(E) 2A2 SYP. BEAM
TO REMAIN
SIMPSON A34 STRAP W/ (8) 8d x 1 }"
INTERIOR FINISH
TO MATCH EXISTING
SYP. COLUMN PER PLAN
2x6 P.T. BASEPLATE
W/ 112" ANCHOR BOLT TO BE
INSTALLED @ 12" O.C. D&E
3" MIN. INTO SLAB
'5 1/2" W x W D CONCRETE CURB
r(E) PAVERS
TO REMAIN
(E) SLAB
TO REMAIN
'J (E) FOOTER
` TO REMAIN
TYPICAL WALL SECTION
1
SCALE: 1/2" = l'-O" 51
#10 SCREWS
S 16" O.C. MAX. &
WITHIN 4" OF EDGES
MINIMUM 3 SCREWS
STUCCO
EXTERIOR FINISH
N1 MI le
(E) GARAGE
LOCATION PLAN
SCALE: 1/16" = l'-O" N
a. a' c
4'
a"
REMOVE FACE OF CMU BLOCK
FOR STEEL PLACEMENT COVER
W/ PLYWOOD FOR GROUTING
ALTERNATIVE:
#10 SCREWS
USE TWO #5 BARS LAP @ CENTER,
0 16" O.C. MAX. &
MAINTATIN EMBED. AND LAP SPLICES
DRYWALL WITHIN 4" OF EDGES
INTERIOR MINIMUM 3 SCREWS
FINISH
SEE WINDOW DETAILS
WINDOW
[ INTERIOR FINISH
SEE WINDOW DUPONT FLEX WRAP NF - REMOVE FACE OF CMU BLOCK
DETAILS m FOR STEEL PLACEMENT COVER
2X P.T. BUCK &PLACE STUCCO W/ PLYWOOD FOR GROUTING
SEA4
LANT APRON MADE OF DUPONT EXTERIOR FINISH
TYVEK WRB OVER LOWER
WINDOW LAYER OF DUPONT TYVWEK SEALANT &
WRB (6" MIN. OVERLAP) BACKER ROD
** DO NOT CUT THROUGH DUPONT
FLASHING SYSTEM PRODUCTS OR APRON
TYP. HEADER DETAIL TYP. JAMB DETAIL
*NOTE: REFERENCE NOA INSTALLA71ON ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONS AT CORNERS
AND MEE7ING RAILS. SHIMS SHALL BE }" SHORTER THAN DEPTH OF DOOR AND SHALL BE NON
WATER -DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PR07FCTO WALL FLASHING OR SIMILAR.
WINDOW BUCK AT FRAME DETAIL
SCALE. 3/4" _
(E) GABLE END TRUSS TO REMAIN
(E) ROOFING TO REMAIN
(E) SHEATHING TO REMAIN
(E) SOFFIT TO REMAIN
EXISTING
FOUNDATION
#5 BAR VERT. EPDXIED
6" INTO (E) CONC. OR
CMU TIE BEAM
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SIMPSON A34 STRAP PER TYPICAL
SECTION (E) 2xl2 SYP. BEAM TO REMAIN
(12) 16d TO BEAM (1)" LAG SCREWS
& (12) 16d TO POST 12" O.C. STAGGERED
P. W "MIN. EDGE DIST CE
%6x6SYP. COLUMN >
TO BE ADDED WINDOW WINDOW
OPENING OPENING
SCREEN ENCLOSURE
COLUMN TO REMAIN
VERIFY FILLED
CELL IN FIELD
OFBEA_M_
-LEV: 7'-6" Y
2"A.B. @ 24" O.C.
STAGGARED
W/2" MIN. EDGE DISTANCE
2x6 P.T. STUD
(E) CMU, WALL
E!5112"
2x6 P.T. BOTTOM PLATE I _ I :.` ..:............................ _... � `•Jao"" "" ,
WIT A.B.CC@� 12" O.C}}�� MA E iT . 1000
U66sLsd ST 1/2" ANCHOR TTO
(12)'11BE INSTALLE a(12" O.C.
A.B. W/ 4" I M E . D&E 3" MIN. I 0 SLABSTATE t7TYP.x6" D COLRETE CUR ;r( 1.... ..�._1..1- ...._....
ZONAL
E FOOTER TO REMAIN (E) FOOTER TO REMAIN
WALL ELEV��TION
NOTE: SHEATHING NOT SHOWN FOR CLARITY
SCALE 1/2"= V-0"
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P.E.#61000J
07-30-2019
SHEET
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OF 1
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PERMIT SET
STRUCTURAL -GENERAL NOTES
15.
CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE AS SPECIFIED BY THE
TRUSS MANUFACTURER.
DESIGN
CRITERIA AND LOADS:
16.
HANGERS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER
1.
WIND DESIGN:
WITH NAILS FOR SPECIFIC USE AND INSTALLATION.
1VIND SPEED (MPH) V(ADJ)=127 V(ULT)=160
17.
STUDS SHALL HAVE FULL BEARING ON A SOLE PLATE OR SILL NOT LESS THAN 2 INCHES IN
RISK CATEGORY II
THICKNESS HAVING A WIDTH NOT LESS THAN THAT OF THE WALL STUDS.
EXPOSURE CATEGORY D
18.
ALL PRESERVATIVE SOLE PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR
ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED
MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY
DURABLE OR PRESERVATIVE -TREATED WOOD AND SHALL MEET THE FOLLOWING:
INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.55
a. ALL ANCHOR BOLTS SHALL HAVE 2"X2"X1/8" PLATE WASHERS UNLESS NOTED
TOPOGRAPHIC FACTOR KZT =1.0
OTHERWISE.
2.
THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF
b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 4-INCHES OF EACH
RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD
END OR JOINT IN PLATE.
IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON
THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/
c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN
ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD,
THE MIDDLE THIRD OF THE PLATE LENGTH.
SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS.
d. SLEEVE ANCHORS ARE NOT PERMITTED UNLESS NOTED OTHERWISE.
PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW
e. ANCHORS SHALL BE MINIMUM 1/2" DIAMETER EMBEDDED 7 INCHES INTO THE
EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR
CONCRETE AND SPACED NOT MORE THAN 4 FEET UNLESS NOTED OTHERWISE.
TO INSTALLATION.
19.
WOOD FRAMING MEMBERS INCLUDING SHEATHING RESTING ON AN EXTERIOR
GENERAL REQUIREMENTS
FOUNDATION CLOSER THAN 8 INCHES FROM EXPOSED EARTH SHALL BE APPROVED
1.
PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS
NATURALLY DURABLE WOOD OR TREATED WOOD.
AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL
20.
BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE
NOTES.
TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16D @ 12" O.C.
2.
THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA
21.
STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL.
BUILDING CODE (FBC)", SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS
22.
NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR
ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
WALL.
3.
WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF
23.
IN NON -BEARING WALLS AND PARTITIONS, STUDS SHALL BE SPACED NOT MORE THAN 24
THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC
INCHES ON CENTER AND ARE PERMITTED TO BE SET WITH THE LONG DIMENSION
SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE
PARALLEL TO THE WALL.
ENTIRE STANDARD.
24.
WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND
4.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE
SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL
WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND
PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS OR SCREWS INSTALLED IN
CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DRIVEN FULLY.
O
PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE
AND SECURE MANNER.
WINDOW
NOTES
5.
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION
1.
THE DESIGN PRESSURES FOR THE WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN
AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF
IN THE SCHEDULE.
OCCUPATIONAL SAFETY AND HEALTH).
2.
THE WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S
6.
ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS
NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL).
MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE
3.
THE WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE
ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED
PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING.
WITHOUT ADEQUATE TECHNICAL DOCUMENTATION THAT SIGNIFICANTLY DEVIATE FROM
4.
EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN
THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW.
PRESSURES.
ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED
5.
PRIOR TO INSTALLATION, ALL FRAMES MUST BE CHECKED FOR RACK, TWIST AND OUT OF
UNLESS AUTHORIZED BY THE OWNER.
SQUARE.
7.
ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF
6.
FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING
THE BUILDING AND AROUND THE BUILDING PERIMETER TO ALLOW DRAINAGE AWAY
FROM THE STRUCTURE.
ALL OPENINGS.
8.
CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY CLOUDED AND
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
NOTED. ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE
b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.
RE -SUBMITTAL.
c. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR
9.
DISCREPANCIES, OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE
TO ATTACHING TO THE OPENING PER WINDOW DETAILS.
REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN
d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.
WRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK.
e. INSTALL WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.
10.
THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND
7
APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A
UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY
MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL
UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND
FRAMING COMPONENTS.
NOT NECESSARILY COMPLETE.
11.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.
8.
SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH 711. THE
CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT
FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.
FINISH.
TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE PROCEEDING
9.
ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.
WITH THE WORK.
CHEMICAL (ADHESIVE) ANCHORS
STRUCTURAL CERTIFICATION
1.
SHALL BE TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS HILTI HIT HY200, HILT[
1.
I CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL
RE500 SD, POWERS PURE 100+, OR SIMPSON SET ADHESIVE SYSTEM, OR ENGINEER
PORTION OF THE FLCRIDA BUILDING CODE SIXTH EDITION.
APPROVED :SUBSTITUTION.
2.
1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE
2•
EPDXY TYPES AND BRANDS VARY IN THEIR BOND STRENGTH AND SUITABILITY OF USE,
ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC AND
DEPENDING ON TYPE OF LOADING, ANCHOR SPACING, ETC. WHEN A PARTICULAR TYPE OF
CHAPTER 3 IN THE FBC-RESIDENTIAL.
EPDXY IS SPECIFIED IN THESE DRAWINGS, A UNIQUE CALCULATION HAS BEEN MADE
BASED ON THE PROPERTIES OF THAT SPECIFIC TYPE OF EPDXY FOR THE SPECIFIC
WOOD CONSTRUCTION NOTES
CONDITION SHOWN IN THE DETAIL. SUBSTITUTION OF EPDXY TYPE IS NOT ALLOWED
1.
ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS AND
WHERE DETAIL SPECIFIES ONLY ONE TYPE OF EPDXY, WITHOUT PRIOR WRITTEN
CODES INDICATED IN THE DESIGN CRITERIA.
APPROVAL BY THE ENGINEER OF RECORD. NOT ALL EPDXY BRANDS OR TYPES WILL BE
2.
SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-95 / ANSI A 199.1. ALL SHEETS BEAR
ALLOWED AS SUBSTITUTES. [CC -ES REPORTS FOR PROPOSED ANCHOR SUBSTITUTIONS
APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. PROVIDE 1/8" SPACE AT PANEL
MUST BE SUBMITTED TO FOR FOR FINAL REVIEW. FOR MAY REQUIRE ENGINEERED
EDGES AND END JOINTS UNLESS OTHERWISE NOTED.
CALCULATIONS FOR REVIEW AND APPROVAL.
3.
ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI NATIONAL
3.
SUBSTITUTIONS OF EPDXIES IN ONE CONDITION SHALL NOT BE CONSTRUED AS
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
APPROVAL TO MAKE SIMILAR SUBSTITUTION OF EPDXIES IN OTHER DIFFERING
4.
LUMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH NATIONAL GRADING RULES AND
CONDITIONS. EACH SUBSTITUTION MUST RECEIVE PRIOR WRITTEN APPROVAL BY THE
SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY DOC PS 20
ENGINEER OF RECORD.
OR EQUIVALENT.
4.
INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED
5.
ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH RISC OR AISI
INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING,
AND EMBEDMENT SPECIFIED ON DRAWINGS.
SPECIFICATIONS.
6.
LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS AND SHEATHING SHALL NOT EXCEED
5.
ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION
19% MOISTURE CONTENT AT TIME OF INSTALLATION. AND SHALL BE STAMPED "S-DRY",
TO SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE
ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACl/CRSI (ACI 318-11 D.9.2.2). PROOF OF
"K-D", OR "MC15". ALL LUMBER SHALL BE S4S.
CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR
7.
ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,
TO COMMENCEMENT OF INSTALLATION.
CONCRETE OR SOIL SHALL BE PRESSURE TREATED, OR HAVE APPROVED SEPARATING
6.
THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS
MATERIAL.
TO BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL
8.
ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS
PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE
SPECIFICALLY INDICATED AS NET SIZE.
KEPT ON SITE AND MADE AVAILABLE TO THE FOR AS REQUESTED.
9.
UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED:
7.
THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL HOLE CLEAN -OUT
a. STRUCTURAL ROOF AND WALL FRAMING - #2 SYP.
REQUIREMENTS ARE FULLY COMPLETED BY THE INSTALLERS PRIOR TO INJECTING EPDXY
b. NON-STRUCTURAL WALL FRAMING - STUD GRADE SPF OR METAL STUDS.
INTO HOLES IN ACCORDANCE WITH THE MANUFACTURER'S MPII.
c. NON-STRUCTURAL FRAMING - #2 SPF.
8.
NO LOAD SHALL BE APPLIED TO THE EPDXY ANCHORS UNTIL THE EPDXY HAS FULLY
CURED AND HAS ACHIEVED ITS SPECIFIED STRENGTH. CURE TIME SHALL BE PER
d. ROOF FRAMING MEMBERS ABOVE THE CEILING LINE -#2 SYP
MANUFACTURER'S PUBLISHED VALUES FOR SPECIFIC PRODUCT BEING USED.
e. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
9.
IF DETAIL SHOWS EPDXY ANCHORS IN SLOTTED HOLES, IT IS IMPERATIVE THAT ANY
10.
FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO WEATHER
EXCESS EPDXY IS CLEANED UP FROM AROUND THE ANCHOR ROD, SO THAT IT DOES NOT
SHALL BE HOT DIPPED GALVANIZED.
INTERFERE WITH ADJUSTABILITY OF ANCHOR ROD IN SLOTTED HOLE.
11.
FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS,
10.
ADHESIVE ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN
ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE
ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193 FOR CRACKED, UNCRACKED AND
TREATMENT METHOD AND AS FOLLOWS:
SEISMIC CONCRETE RECOGNITION.
a. WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC COATING.
11.
ADHESIVE ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN
b. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
ACCORDANCE WITH ICC-ES AC01 OR AC106.
(NON -DOT) - MINIMUM G185 INC COATING.
12,
EXISTING REINFORCING BARS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL
c. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE
NOT BE CUT UNLESS APPROVED BY THE EOR.
PRESERVATIVE WOOD SUPPLIER
13.
ADHESIVE ANCHORS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE
d. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED FOR ALL TYPES OF
INSTALLED UNTIL THE CONCRETE AND/OR MASONRY HAS BEEN CURED FOR AT LEAST
TREATED WOOD.
21-DAYS.
12.
WOOD FASTENING SHALL BE AS SPECIFIED IN THE DRAWINGS. FASTENING NOT
14.
PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL POST INSTALLED ANCHORS IN
SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF
ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE
THE FLORIDA BUILDING CODE.
CURRENT [CC -ES REPORT (IBC2012 TABLE 1705.3 NOTE B).
13.
CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR
15.
ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS
EACH APPLICATION. FASTENINGS IN CONTACT WITH MOISTURE SHALL BE HOT -DIPPED
TO RESIST SUSTAINED TENSION LOADS SHALL BE CONTINUOUSLY INSPECTED DURING
GALVANIZED CONFORMING TO ASTM A-158-80.
INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED FOR THAT PURPOSE BY THE
14.
SHEATHING NAILS OR SCREWS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IF
BUILDING OFFICIAL (ACI 318-11 D.9.2.4).
FLUSH WITH THE SURFACE OF THE SHEATHING.
SEE'
PRODUCT APPROVAL AFFIDAVIT FORM
CATEGORY / SUBCATEGORY APPROVAL MANUFACTURER MODEL NUMBER BUILDING DESIGN PRESSURES PRODUCT DESIGN PRESSURES
NUMBER(S) (+PSF) (-PSF) (+PSF) (-PSF)
B. WINDOWS
1. SINGLE HUNG FL# 242.3 PGT HR-710 ALUM. PER PLAN 75 -75
HORIZ. ROLLING
NOTE: THE ENGINEER HAS REVIEWED THE ABOVE COMPONENTS OR CLADDING AND HAS APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY
CURRENT CODE PROVISIONS.
WINDOW SCHEDULE
MK.
SIZE
DESIGNATION
TYPE
MATERIAL
D. P.
WIDTH
I HEIGHT
ITRANSM
I THK.
O
4'-2"
5'-0"
-
-
(F.) PORCH
ROLLING HORIZ
WHITE wGLAZINGTTOEBE TEMPER DWPER FBC, SCH630
+51/-62
NOTES:
1. ALL WINDOWS IMPACT RESISTANT LOWE GLASS, AND SHALL MEET MIAMI-DADE COUNTY PRODUCT APPROVAL STAN DARDS.CON TRACTOR SHALL
SUBMIT ALL APPLICABLE LITERATURE TO BUILDING DEPARTMENT FOR APPROVAL.
2. EGRESS WINDOWS SHALL COMPLY w/F.B.C. 2010 SECTION R310.1 (SILL HEIGHT, OPENING AREA, OPENING WIDTH, OPENING HEIGHT)
3. FIELD VERIFY ALL DIMENSIONS OF WINDOWS IIJ EXISTING OPENINGS
4. ALL DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS. NOTIFY ENGINEER IMMEDIATELY
OF ANY DISCREPANCIES.
5. GLAZING TO BE TEMPERED PER FBCR 308 WHERE REQUIRED.
VERIFY EXISTING FILLED CELL
OR SAWCUT & REMOVE CMU FACE
AND GROUT MONOLITHICALLY
W/ NEW CELL
EXIST CMU WALL
(E) GABLE END
TO REMAIN
SIMPSON RSP4 STRAP
W/(4)8dx1 �'@
EA. END OF JAMBS
EXTERIOR FINISH
TO MATCH EXISTING
1/2" CDX PLYWOOD
EXISTING NEW
WALL ANCHOR DETAIL
SCALE: 3/4" = l'-0"
}" A.B. 0 12" O.C.
INTO EXISTING CMU WALL
NEW FRAME WALL
'-(E) CEILING TO REMAIN
(E) 2x12 SYP. BEAM
TO REMAIN
SIMPSON A34 STRAP W/ (8) 8d x 1 }"
INTERIOR FINISH
TO MATCH EXISTING
2x6 STUDS @ 16" O.C.
SHEATHING
W/ 10d @ 6" O.C.
2x6 P.T. BASEPLATE
W/ 1/2" ANCHOR BOLT TO BE
INSTALLED @ 12"O.C. D&E
3" MIN. INTO SLAB
x 6" D CONCRETE CURB
(E) PAVERS
6" IN
„(E)
�''
TO REMAIN
SLAB
3�a , t�Yaz:1Cs^°-`%d6w TO REMAIN
i(E) FOOTER
nceo_�TOREMAIN
TYPICAL WALL SECTION
SCALE: 1/2" = V-0" S 1
(E) SCREEN ENCLOSED • * "'��n -�f
POOL &POOL DECK &II�C
AREA OF
WORK
\l (E) OPEN PORCH
(E) HOUSE
(E) GARAGE
LOCATION PLAN
SCALE: 1/16" = V-0" nnm�N
REMOVE FACE OF CMU BLOCK
FOR STEEL PLACEMENT COVER
W/ PLYWOOD FOR GROUTING
ALTERNATIVE:
#10 SCREWS #10 SCREWS USE TWO #5 BARS LAP @ CENTER,
0 16" O.C. MAX. & 0 16" O.C. MAX. & MAINTATIN EMBED. AND LAP SPLICES
WITHIN 4" OF EDGES DRYWALL WITHIN 4" OF EDGES
MINIMUM 3 SCREWS INTERIOR MINIMUM 3 SCREWS
FINISH
STUCCO
SEE WINDOW DETAILS
EXTERIOR FINISH DRYWALL WINDOW
INTERIOR FINISH
SEE WINDOW DUPONT FLEX WRAP NF - __
DETAILS
2X P.T. BUCK & PLACE STUCCO
SEALANT APRON MADE OF DUPONT EXTERIOR FINISH
TYVEK PRB OVER LOWER
WINDOW LAYER OF DUPONT TYVWEK SEALANT &
WRB (6" MIN. OVERLAP) BACKER ROD
** DO NOT CUT THROUGH DUPONT
FLASHING SYSTEM PRODUCTS OR APRON
TYP. HEADER DETAIL TYP. JAMB DETAIL
*NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONS AT CORNERS
AND MEETING RAILS. SHIMS SHALL BE 12" SHORTER THAN DEPTH OF DOOR AND SHALL BE NON
WATER -DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PROTECTO WALL FLASHING OR SIMILAR.
WINDOW BUCK AT FRAME DETAIL
SCALE: 3/4" = V-0"
(E) GABLE END TRUSS TO REMAIN
(E) ROOFING TO REMAIN
(E) SHEATHING TO REMAIN -\
REMOVE FACE OF CMU BLOCK
FOR STEEL PLACEMENT COVER
W/ PLYWOOD FOR GROUTING
EXISTING
FOUNDATION
#5 BAR VERT. EPDXIED
6" INTO (E) CONC. OR
CMU TIE BEAM
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SCALE: 1/2" = l'-O"
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_ (E) 2xl2 SYP. B AM TO REMAIN CELL IN FIELD
OTTOM OF BEAM
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