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DIVISION I - GENERAL REQUIREMENTS METHODS CONCRETE NOTES ■® DOOR AND WINDOW NOTES.
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1. WORK SHALL COMPLY WITH THE FOLLOW : 1. SHORES, BRACING AND RE$HORES: WELDED WIRE MESH TO BE 6 X 6 10/10 STEEL. LAP JOINTS I'-6", PROVIDE DOUBLE-LAYER BENEATH ALL GLASS IN FRENCH DOORS AND SLIDING GLA55 DOORS SHALL BE TEMPERED GLA55 AND SHALL - m
A. THESE GENERAL NOTES (UNLE55 OTHERWISE NOTED ON PLANS OR THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS (INCLUDING ENGINEERING CALCULATIONS) ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". MEET THE REQUIREMENTS OF THE SF.B.C. SECTION 3508
5PECIFIGATION5). FOR ALL SHORES, VERTICAL AND LATERAL BRACING AND RESHORES (AND REMOVAL OF SAME) "FIBER MIX STEALTH MULTI-FILAMENT FIBERS" 15 APPROVED FOR SLAB REINFORCING AT EXTERIOR CATEGORY 1 150 Lb. IMPACT TEST - ry
SOUTH FLORIDA BUILDING CODE TO BE USED BY HIM FOR THIS CONSTRUCTION. THE ABOVE SHALL BE DESIGNED, PATIO/PORCH SLABS. W CATEGORY 11 400 Lb. IMPACT TEST
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C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES D LOTIONS. SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER ENGAGED BY THE VAPOR BARRIERS BENEATH SLABS TO BE 6 MIL POLYETHYLENE.
D. NATIONAL ELECTRICAL CODE, 05HA AND NATIONAL FIRE PREVENTION ASSOC. CONTRACTOR AS A DELEGATED ENGINEER FOR THE ABOVE ELEMENTS. ISSUAKr, FOR
ALL FIXED GLASS SHALL MEET THE REQUIREMENTS OF THE SF.B.C. SECTION 35082. ALL GLA55 �
AIE 2. SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE WILL NOT DESIGN FORM WORK AND BRACING,NOR A5 E RESPONSIBILITY FOR THE SHALL BE SINGLE PANE NOT TINTED. ❑BIDDING SET ONLY
SHORES, BRACING AND STABILITY DURING CONSTRUCTION,RESPONSIBILITY THE GENERAL CONTRACTOR- NOTED DIMENSIONS TAKE PRECEDENT OVER
CONTRACTOR TO SUBMIT THE SIGNED AND SEALED SHOP DRAWINGS TO THE AS ❑CONSTRUCTION SET ONLY
SCALE, FOOTINGS SHALL BEAR O CLEAN SAND FILL COMPACTED TO ACHIEVE BEARING CAPACITY OF 2500 VERIFY ALL MASONRY AND WOOD F OPENING SIZE$ TO FIT D R$ AND WIND BEFORE
REQUIRED TO BE VIEWED FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DESIGN INTEND.
3. THE G E L NOTES AND TYPICAL DETAILS APPLY THR HOUT THE JOB UNLESS PSF- PROVIDE COMPACTION TEST TO BUILDING DEPARTMENT INDICATING BEARING VALUE SPECIFIED. CONSTRUCTION. NOTIFY ARCHITECT IF CONFLICT EXISTS. TE ❑BUILDING PERMIT SET ONLY
OTHERWISE NOTED OR $14OLLK 2. THE CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES, SAFETY DO NOT PROCEED WITH THE WORK UNTIL BEARING VALUE HAS BEEN ACHIEVED.
PRECAUTIONS, SHORES, RE6NORE5, LATERAL BRACING AND PROGRAMS IN CONNECTION WITH E 55 WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THEN 20" IN WIDTH, 24" IN HEIGHT, 5.1 � REVt
4. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS THE CONTRACT E THE THE PROJECT, ARE THE $OLE RESPONSIBILITY OF THE CONTRACTOR OUR SERVICES DO NOT TOP OF TYPICAL FLOOR SLAB l+@"-@") SHALL BE A MINIMUM OF 18" ABOVE CROWN OF ROAD O 5Q. FT_ IN AREA WITH THE BOTTOM OF THE OPENING NOT M THAN 44" ABOVE THE FINISHED FLOOR a REV2
GUARANTEE NOR ASSURE LIABILITY FOR THE JOB SAFETY, PO SHORING AND BRACING A ABOVE FLOOD CRITERIA. A$ QUIRE PER 31112(bX3)OF THE B ARD COUNTY EDITION OF THE 5F.B.C. . � REVS
SUBCONTRACTOR AND ILDER SHALL DOVE ALL SECTIONS OF THE SPECIFICATIONS. p THE PERFORMANCE OF THE CONTRACTOR �
SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF THE CONCRETE.MATERIALS
5. ALL WORK THAT 15 IMPLIED OR REASONABLY INFERABLE FROM THE CONTRACT DOCUMENTS, 3. THE CONTRACTOR IS SPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUI ENT5 OF INSTALLATION MUST COMPLY WITH ALL GOVERNING CODES AND REGULATIONS PROVIDE 2 YEARS ALL OPENINGS TO BE COVERED BY PRODUCTS UA-ITCH HAVE DADS COUNTY PRODUCT APPROVAL `
DRAWINGS, AND SPECIFICATIONS, 5HALL BE THE RESPON51BILITY OF THE CONTRACTOR, CHAPTER 33 OF THE SOUTH FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL -T ATM T WARRANTY. FOR MISSILE/DEBR[S TEST OR SHALL BE PROTECTED BY APPROVED HURRICANE SHUTTERS.
ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACTOR
AND THE INCLUSION ANY WORK BY MENTION,NOTE OR DETAIL. ITEMIZATION OR PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL C G TE 5LA55 AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT 51ZE WITH WINDOW SUPPLIER/MANUFACTURER 15 TO PROVIDE CONTRACTOR WITH ROUGH DIMENSIONS FOR ALL
IMPLICATION, HOWEVER BRIEF MEANS THAT THE CONTRACTOR SHALL PROVIDE AND INSTALL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK REMOVE WHEN WORK 15 CONTRACTOR. WALL CONDITIONS PRIOR TO POURING THE SLAB TO INSURE COORDINATION WITH ALL MASONRY
SAME. ALL WORK PERFORMED TO BE PART OF A COMPLETE PACKAGE WITHIN THE COMPLETED. FILLED CELLS AND CONCRETE COLUMNS LOCATIONS.
DEFINITIONS OF NORMAL INDUSTRY STANDARDS. PROVIDE AND MAINTAIN GUARD LIGHT$ AT ALL BARRICADES, RAILINGS, OBST CTIONS N THE 4°` THICK 2500 PSI GONG SLAB WITH 6 X 6 10110 W.W.F. (DOUBLY REINFORCED S @" FROM
AFFIX SEAL HERE
STREETS,ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALK5 SUPPORT AT ALL PERIMETER EDGES)ON VAPOR BARRIER OVER 2500 PSF BEARING CAPACITY. i3
6. ALL PERMITS, INSPECTIONS, APPROVALS, ETC., SHALL BE APPLIED FOR AND PAID OR ROADS. FINISH IS
BY THE SUBCONTRACTOR IN ALL FIELDS OF H15 WOW, AND SHALL BE (o. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, $T 5 OR THE SUN), THE FOUNDATION DOES NOT REQUIRE ANY ADDITIONAL TRANSFER BARS OTHER THAN DOUBLE MESH
RESPONSIBLE FOR THE COORDINATION INSPECTION D APPROVALS His AS INDICATED ON THE PLANS, MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 $a FT. �
PRIME BUCLDI PE ITS SHALL 5E TANED BY THE GENE L 50 A5 TO MAINTAIN ALL WOW,MATERIALS, APPARATUS AND FIXTU $ FREE FROM INJURY
WORK CONTRACTOR. 1. ATRTDHE ENDEOF THE DAYS WO ,COVER ALL LIKELY TO BE DAMAGED. ANY WO BATHROOM FLOOR$ AND BASE SHALL BE OF IMPERVIOUS MATERIALS PER $F.B.G. 1408.2(5).
1. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS.
TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE NEW WO AT THE SU TRACTOR'S EXPENSE. ALL MA50NRY BLOCK SHALL CON TO THE REQUIREMENTS OF TM C90 FOR LO BEARING
CONCRETE MASONRY.
AND PROVIDE ALL FENCE$, BARRICADES, ETC. A5 MAY BE NEEDED TO PROTECT THE TILE FINISH SELECTED BY OUNER.
LIFE PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING ALL MORTAR SHALL BE MINIMUM OF TYPE M ( -2500 PSI) OR 5 (5-1800 PSI)MORTAR OR F_
JURISDICTION OVER THIS WORK HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES EQUIVALENT PER SFB.G, SECTION 2102.1
TO THE PREMISES O ADJACENT CAUSED BY HIS OPERATION. 1. ALL PRE CAST UNITS (INDIVIDUAL UNITS OR SYSTEM)SHALL BE DESIGNED BY THE CONTRACTOR'S F
OR PRE CAST MANUFACTURER'S DELEGATED STRUCTURAL ENGINEER THE DELEGATED ENGINEER ALL CONCRETE COLUMNS INTEGRAL WITH THE MA50NRY SHALL BE CAST AFTER THE MA50NRY HAS x
8. DISCREPANCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT SHALL HAVE A MINIMUM (3)YEAR EXPERIENCE IN THE DESIGN OF THE PARTICULAR ELEMENTS. BEEN LAID UP SUCH THAT THE CONCRETE 15 INTERLOCKED WITH THE MASONRY. TOILET ROOMS SHALL HAVE A MINIMUM WIDTH OT THREE FEET AND A MINIMUM AREA OR 15 sQ. FT. As
THROUGH INSPECTION OF THE SITE, THE DRAWINGS AND SPECIFICATIONS, 50 A5 TO PER SECTION 14 052(b)OF THE SFB.G. . F
2. SU CT SHOP D $, ALL CALCULATIONS AND COMPUTER PRINTOUTS PREPARED BY AND THE THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE R ADEQUATE BRACING OF ALL a
THOROUGHLY UNDERSTAND D THE Y AND ALL DISCREPANCIES D OMISSIONS SIGNED AND SEALED BY THE DELEGATED STRUCTURAL ENGINEER, COMPUTATIONS SHALL BE MADE MASONRY CONSTRUCTION,ALL WALLS A TO BE FULLY BRACED AGAINST WINE) AND OTHER ' SCHEDULE:
SHALL BE PORTED TO 7HE ARGNITECT PRIOR TO COMMENCEMENT OF ANY �
IT IS THE SPONSIBILITY OF THE CONT GTOR TO INSURE THAT DISC FANCIES OR
FOR EACH MEMBER AND FOR THE SYSTEM (A$ APPLICABLE). ENCLOSE A LEGEND OR A FORCES UNTIL THE ROOF, WALLS D FLOOR CONSTRUCTION 15 STRUCTURALLY COMPLETE.
DESCRIPTION OF ALL A55REVIATION5 AND NOMENCLATURES USED IN THE CALCULATIONS AND OMISSIONS A PORTED AND CLARIFICATION OBTAINED FROM THE ARCHITECT PRIOR PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS SEE FASTENER SCHEDULE FOR NAILING AND FASTENER REQUIREMENTS ON WINDOW AND DOOR
COMPUTER INPUT/OUTPUT.
WOW
BEING DONE, ANY THAT PROCEEDS OTHERWISE SHALL BE, IF INCORRECTLY OTHERWISE NOTED. CONTROL JOINTS SHALL BE LOCATED AT NO MORE THAN 30 O.C. . ALL VERTICAL FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING,FURRING, LATH, SILL PLATES), ETC.
PERFORMED, REPLACED OR REPAIRED WITH THE C06T OF THE SAME BEING BORNE BY THE ALL UNITS SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE BUILDING CODE, CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE.
C T CTOR THE CONTRACTOR SHALL VERIFY ALL DIMEN$1ON5 FOR COORDINATION. DESIGN MANUAL AND A.C.I. CODE MEMBERS SHALL BE DESIGNED TO CARRY ALL EXPECTED
3. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES THE CONSTRUCTION
CONSTRUCTION FACE LOADS. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120' 5UT AT A
DISTANCE NO GREATER THAN 150' O.G. .
ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHOP DRAWINGS SHALL SHOW AND SPECIFY CONCRETE TYPE AND STRENGTH, JOIST ANCHORAGE,
REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING THEREFORE CARE F_
SHALL BE OF THE SAME CHARACTER A5 FOR 51MILAR CONDITIONS THAT STEEL INSERT$, CONC. COVERS BEARING DIMENSIONS PLAY LAYOUT AND LOCATION OF EACH
T BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY OF WORK AND PROPER PLACEMENT OF
ARE SHOWN OR NOTED. FOR ANY CLARIFICATIONS IT SHALL BE THE PRE CAST MEMBER, CONNECTIONS TO OTHER STRUCTURES AND SUPPORTS, ALL PENETRATIONS
RESPONSIBILITY OF THE CONTRACTOR TO CONSULT THE ARCHITECT BEFORE (A5 REQUIRED BY OTHER TRADES) LOAD TRANSFERRING, COMPONENTS, DESIGN LOADS AND OTHER ALL I C T.VERTICAL WALL I RCING SHALL BE LAP SPLICED AT NO GREATER THAN � .
PROCEEDING WITH ANY IN QUESTION.
RELATED INFORMATION ALSO SHOWN IN THE STRUCTURAL DRAWINGS. 8'-0" O.C. D SHALL BE LAPPED A MINIMUM OF 2'-0". CLEAN OUTS MUST BE PROVIDED AT ALL °
LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL A55URE THAT ALL
5. ALL LOAD AND ACTIONS APPLIED BY THE PRE CAST ELEMENTS ONTO THE SUPPORTING w
10. BEFORE COMMENCING WITH ANY , ALL CONTRACTORS SHALL FILE WITH REINFORCEMENT 15 PROPERLY PLACED AND CENTERED IN THE WALL, LOCATION SIZE SPACING
THE BUILDER CURRENT INSURANCE CERTIFICATES IN THE AMOUNTS STRUCTURE SHALL BE CLEARLY INDICATED IN THE SHOP DRAWINGS, IF REQUIRED. _______________ --------------- ---------______ •
QUESTED BY THE BUILDER FOR 'S COMPENSATION, PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATIONS INDICATED D PLYWOOD WALL 8d COMMON 6"OC PANEL EDGES
6. DELEGATED ENGINEER SHALL ALSO DESIGN AND INDICATE ON THE SHOP DRAWINGS,ALL COORDINATE WITH MANUF TU R'S ROOF TRUSS SHOP DRAWINGS. °� SUPP. • ® •
COMPREHENSIVE GENERAL LIABILITY, 50DILY INJURY AND PROPERTY DAMAGE. TEMPORARY SHORING AND ATTACHMENTS,FORM WORK,BRACING AND RESHORES (INCLUDING TIME SHEATHING NAILS 6 OC PANEL
IT 15 THE INTENTION THE PARTIES THAT THE SUBCONTRACTOR SHALL OR REMOVAL THEREOF)A5 REQUIRED FOR SAFE ERECTIONS OF THE PRE CAST UNITS OR MA50NRY WALLS HAVE BE DESIGNED IN ACCORDANCE TO 5F.5.C. 2105 FOR ENGINEERED UNIT PLYWOOD ROOF 8d RING SHANK 4"OC PANEL EDGES °
INDEMNIFY THE BUILDER AND ARCHITECT R ANY AND ALL COST, SUITS, SYSTEM, MASONRY 5Y ACI 530-92 ASGE 5-32 AND TMS 402-92.
AND JUDGMENTS FOR PROPERTY DAMAGE A PERSONAL INJURY r SHEATHING (ZONES) NAILS 6"OC INT. SUPP. 4
(INCLUDING D TAL), ARISING OUT THE OF Y CONTRACTOR . NO FABRICATION OF PREFAB COMPONENT$ SHALL BEGIN UNTIL ALL $H DRAWINGS D --------------- ---__________-- ---------------
CALCULATIONS HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD AND THE ARCHITECT.
11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL BE PLYWOOD ROOF 8d COMMON 6 OC PANEL EDGES =_
8. ALL METAL CONNECTIONS SHALL BE RUST PROOF PAINTED. ALL FIELD WELDS SHALL BE WIRE- SHEATHING (ZONEI) NAILS 6"OC INT. SUPP.
OMITTED,NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WIT UT PRIOR BR.,15H CLEANED AND RUST PROOF PAINTED. TOUGH UP WITH RUST PR FAINT ALL
APPROVAL BY THE ARCHITECT AND/OR A 5TRUCTU L ENGINEER _______________ ___________-___ _________-___--
. ALL GLA55 BLOCK SHALL E PROVIDED WITH PANEL ANCHORS $PACED 24'° G/C RTIGAL AND �
COATED STEEL DAMAGED DURING TRANSPORTATION,ERECTION OR ADJACENT WELDING REINFORCING ( DOUBLE W! MESH) IN HORIZONTAL JOINT$ AT 24" C/C CONT, 1X2 PT WD FU @093 Xl��z" 5M 12110c;
12. GENERAL CONT TOR SHALL BE RESPONSIBLE FOR SCHEDULING OPERATIONS. ALL WELDS SHALL BE INSPECTED BY CERTIFIED WELDING INSPECTOR STRIPS e EXT.
INSPECTIONS AS PER 3023 (�) $FBI. MORTAR TO HAVE COMP 551VE STRENGTH TYPE 5 (5-1800 PSI) AT 20 DAYS, MASONRY WALLS
EXPANSION STRIPS TO BE PLACED PER MANUFACTURER'S SPECIFICATIONS, _______________ _______________
FOOTING,GENERAL' EXCAVATION, ALL GLASS BLOCK SHALL BE INSTALLED AS PER SF.B.C. SECTION 21042 (L). EXT.WINDOW BUCK 0093 Xl�iz°` 5M 6'"OG d a . .
1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN NOTES AND SPECIFICATIONS --MASONRY ___ .,
D EXTENT OF THE WORK ARE PARTIALLY DIAGRAMMATIC, THEY ARE NOT INTENDED
EXT. DOOR SUCK
TO BE SCALED FOR ROUGH-IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS 1. EXCAVATIONS TOP ELEVATION OF BEAMS AND PLATES ARE A5 NOTED ON PLANS. MASONRY WALL ..
UNTIL PROVISIONS FOR PERMANENT SUPPORT HAVE BEEN MADE. ALL EXCAVATIONS SHALL BE a Z
FRAMING LUMBER FOR HEADERS BEAMS AND COLUMNS TRU55 BRACING ETC, SHALL HAVE A MINIMUM --------------- a
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2. ALL DETAILS D SECTIONS SHO THE DRAWINGS A INTENDED TO BE PROPERLY GUARDED AND PROTECTED 50 AS TO PREVENT THE SAME FROM BECOMING DANGEROUS `
TYPICAL D SHALL BE CONSTRUCTED TO APPLY TO ANY SITUATION ELSEWHERE ON Fb= 1000 PSI,Fv4 15 PSI AND E= 14 KIPS,UNLESS OTHERWISE NOTED (No. 2 BETTER). EXT.WINDOWS 4 C.}
TO LIFE AND PROPERTY AND SHALL BE SHEET PILED, BRACED AND / OR SHORED. WHERE DOOR STRAP pp
THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION 15 SHOWN. NECESSARY. TO PREVENT THE ADJOINING EARTH FROM CAVING IN: SUCH PROTECTION TO BE BY LAMINATED WOOD BEAMS SHALL BE " TCM5ERMAX" LAMINATED VENEER LUMBER A5 MANUFACTURED Z
THE PER50N CAUSING THE EXCAVATION TO BE MADE.NO EXCAVATION.FOR AND PURPOSE. SHALL BY ALPINE STRUCTURES OR APPROVED EQUAL.Fb- 2925 P61 AND E= 2000 KIPS. ---------®®®--- " °
3, PRIOR TO START CONSTRUCTION, THE CONTRACTOR D ALL THE SUBCONT GTORS GARAGE DOOR 3s� MAX. 9 OCR �
SHALL VERIFY ALL G DES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING
EXTEND WITHIN ONE T OF THE ANGLE OF REPOSE OF ANY 501L BEARING FOOTING OR
ITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS, I THEY SHALL FOUNDATION UNLESS SUCH FOOTING OR FOUNDATION 15 FIRST PROPERLY UNDERPINNED OR PROVIDE (2)2 X 8 HEADERS A50 OPENINGS IN BEARING WALLS UNLE55 OTHERWISE 5H ON BUCKS FINS STAGGERED
PLAN. PROVIDE (2)2 X ( )'5 STUDS UNDER HEADERS,GIRDER,TRUSSES, ETC., UNLESS OTHERWISE --------------- _______________ ------------- � coo
PORT ANY INCONSISTENCIES ORE ORS IN THE A TO THE ARCHITECT/ PROTECTED AGAINST SETTLEMENT. SHOWN. LTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER WD. 50T. SILL PLATE 11/2" ANCHOR BOLTS MAX. 48" O/G
.
ENGINEER BE COMMENCING THE CONTRACTOR AND HIS SUBCONTRACTORS 2.FOUNDATIONS 5RNG. WALLS ONLY HILT[ SDM -12-536
SHALL LAYOUT THEIR WORK FROM ESTABLISHER REFERENCE POINTS AND BE THE STRUCTURE SHALL BE CONSTRUCTED ON MONOLITHIC FOOTINGS, WHICH HAVE BEEN DESIGNED ALL WORK 15 TO CONFORM THE MINIMUM STANDARDS OF THE LATEST APPLICABLE SF.B.C. PIN 16"O.C. MAX. I6" O/C
SPON515LE ALL LINES, ELEVATION$ AND MEASUREMENTS IN CONNECTION WITH FOR A MAXIMUM SEARING CAPACITY OF 2500 PSF. -------------- ---------------
THEIR COMPLY WITH RECOMMENDATIONS NFPA MANUAL FOR HOUSE FRAMING,NFPA RECOMMEND NAILING _______________
22 COMMENCEMENT OF CONSTRUCTION SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. WIRE LATH 11!4X.120 NAIL 6" O/C SIDE
4. IF ANY ERRORS OMISSIONS APPEAR IN THE DRAWINGS,GENERAL NOTES OR OTHER (A) THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION OF FOUNDATIONS OR EACH PIECE OF LUMBER SHALL BE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, PASLODE LAPS TO SUPP.• TIED
DOCUMENTS, THE CONTRACTOR $HALL NOTIFY THE A/E IN WRITING OF SUCH OMISSION SUPERSTRUCTURE WITHOUT SOIL BORING TEST BEING PERFORMED. SHOULD THE CONTRACTOR AMERICAN LUMBER STANDARDS COMMITTEE. BETWEEN SUPP. 8"
ORE OR PRIOR TO PROCEEDING WITH Y WO WHICH APPEARS IN QUESTION. ENCOUNTER ANY CONDITIONS IN THE FIELD THAT MAY BE CONDUCIVE TO A CHANGE IN BEARING --------------- -----__________ O/G °
IN THEE T THE CONT OR's FAILING TO GIVE SUCH ADVANCED NOTICE, CAPACITY, THE SAME SHALL BE CONDUCIVE TO A CHANGE IN BEARING CAPACITY, THE SAME PROVIDE (3) 2 X 4 (MIN.) POST NAILED TOGETHER WITH 16d NAILS a 4"O,C. AT EACH END OF ROOFING PAPER 12GA. WI RING _______________ � "°-{ e
HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR SHALL BE NOTED AND REPORTED TO THE ARCHITECT INEER WILL PE FIELD VISIT OPENf S OF LO BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHE SHANKED NAILS 0 TO 40
OMISSIONS AND THE COST OF RECTIFYING THE SAME. AND WILL PROVIDE INSTRUCTIONS FOR PROCEEDING WITH THE WORK, IN WRITING. SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI, W/MIN20 RING5/IN.43/$ 6'° O/C IN DIR OF
(B) THE CONTRACTOR SHALL NOT PROCEED WITH THE CONSTRUCTION OF FOUNDATIONS OR PROVIDE DRAFT STOPPING SEPARATING USABLE SPACES INTO AREAS OF NO GREATER THAN 3000 HEAD LONG - ROLL 12" O/C
5, THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS TOGETH ER SUPERST TU WITHOUT PERMI5510N FROM THE ENGINEER UPON THE ENGINEER'S PLETION THROUGH 32GA SHEET ACRO55 WIDTH OF
WITH THE ARCHITECTURAL,MECHANICAL, FT. A5 PER SFB.C. 200 @65. ROLL
ELECTRICAL AND OTHER T E DRAWINGS AND OF ANY NECESSARY REVISIONS TO THE FOUNDATION PLANS RESULTING FROM THE MTL. TIN CAP$ MINf1-
SHOP DRAWINGS, TO LOCATE DEPRE55ED SLABS,SLOPES, DRAINS,OUTLETS, RECESSES, GEOTECHNICAL ENGINEER'S REPORT. EVALUATION AND RECOMMENDATIONS. REVISED PLANS 5/8"4 MAX, OF 2"Y '
ING5, LT SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY A/E IN WRITING SHALL BE 15SUED FOR COMMENCEMENT OF CONSTRUCTION WHERE NECESSARY. ■ s-a
ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" MTL.OR 2 X 4 WOOD STUDS AT 24" O.G. ---------------
! MAXIMUM SPACING WITH '/z" MINI GYPSUM DRYWALL EACH SIDE. SHANKED NAILS
® ___f_---°-__--- 3/ LONG RING ..
DRIP EDGE ---------------
I. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR 'S VIEW ONLY R THEY NA
CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACE 301 AND SHALL ATTAIN A MINIMUM 10d.GALV----- 6"GL THROUGH
5E THOROUGHLY VIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, MP s$IYE STRENGTH IN 28 DAYS OF 3 PSI FOR BE SAND COLUMNS UNLESS OTHERWISE ------------- DRIP EDGE Q I
BEARING PARTITIONS A TO BE U HOUR TED A5 PER SF.5.C. TABLE S1-B ITEM 13. ROOF TILE ---------------
DIMEN5CON5 AND OTHER TRADE REQUIREMENTS, DSTAMPED WITH THE GON GTOR°5 NOTED. _______________ �
APPROVAL STAMP. THE ASSUMES NO RE5PON5151LITY FOR DIMENSIONS, QUANTITIES, 2 PER TILE .
ENGINEERING DESIGN BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. _______________ -
_______________
VIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY -+
IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF WINGS BY THE
DE51GN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONE STRICTLY TO THE REQUIREMENTS ROOF TRUSSES A TO BE DESIGNED BY THE TRU55 MANUFACTURER TO MEET OR EXCEED THE
THE CONTRACTOR.
A/E D E TH H 15 DONE IN AGGO ANCE WITH SUCH D WINGS. OF THE PLANS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE SPECIFIED DESIGN LOADS IN ADDITION TO OTHER ARCHITECTURAL GOVERNING BUILDING CODE
CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS. REQUIREMENTS. THE ROOF TRUSS DESIGN 15 TO BE COMPLETE WITH ALL TEMPORARY AND EQUIVALENT PNEUMATIC FASTENERS APPROVED BY LOCAL BLDG. DEPT.
2. 5EFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE, ALL PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. ARE ACCEPTABLE. a
RELATED SHOP DRAWINGS, DELEGATED ENGINEERIN3, PRODUCT APPROVAL,MANUFACTURER' CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE
DATA AND OTHER RELATED INFORMATION MUST BE REVIEWED AND ACCEPTED BY THE EMBEDDED ITEMS SUCH A5 FLOOR 5AFE5, PIPES SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING (WALLS 4 BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS.
D APPROVED BY THE BUILDING DEPARTMENT. THE CONCRETE, THE FRAMING SCHEME (INCLUDING BEARING POINTS) OF THE TRUSSES CAN NOT BE CHANGED WITHOUT
_ 3. THE WILL VIEW ALL SHOP DRAWINGS, PREPARED ANR SIGNED AND SEALED BY THE ITT APPROVAL THE ARCHITECT OF RECD .
CONG TE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: m HIM
CONT CTOR S DELEGATED ENGINEER, ONLY FOR GENERAL COMPLIANCE WITH THE DESIGN SUBMIT DE51GN CALCULATIONS AND SHOP DRAWINGS WITH TRU55 LAYOUT SHOWN, SIGNED AND nn nn
INTENT, REQUIRED LOADING AND COORDINATION WITH THE STRUCTURE A$ SHOWN ON THE FOOTINGS 3" CLR BOTTOM AND SIDES, 2" GLR ON TOP SEALED BY A FLORIDA REGISTERED ENGINEER TO THE ARCHITECT OF CO FOR VIEW AND O 11 U A
PERMIT PLANS. APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING
WALL$ 2" GLR OUTSIDE FACE, I1/2 GLR INSIDE FACE ALONG WITH ASSOCIATE REACTIONS. THE DRAWING$ ARE ALSO TO CLEARLY INDICATE WORK AND
4. CONTRACTOR SHALL 5U IT TO 3 SETS OF BLUEPRINTS SLA55 3,4" GLR MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED
OF THE STRUCTURAL SHOP DRAWINGS FOR REVIEW , BEFORE STARTING FABRICATION. BEAMS 1- 11/2" GLR TO TIES FROM THE CONTRACTOR. �
WILL RETURN THE MARKED-UP AND STAMPED SETS TO THE CONTRACTOR .
ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615- GRADE 60. ALL ROOF SHEATHING NOTE:
I IL
DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION". ALL ROOF SHEATHING 70 E 13/32" THICK GDX PLYWOOD SHEATHING. 4
ALL CONTINUOS VERTICAL OR HORIZONTAL BARS IN FOOTINGS,FOUNDATIONS, WALL SLABS AND INSTALL WITH THE LONG DIM. P EL ACROSS SUPPORTS WCTN THE PANEL TCNUOS TWO OR
MORE SPANS.
OTHER CONCRETE SHALL BE LAP SPLICED 36 BAR DIAMETER OR 1'-6°° MINIMUM WHICHEVER 15 °
GREATER (EXCEPT A5 NOTED IN DRAWINGS). ALL BARS AT THE END OF CONTINUOS FOOTINGS, PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING.
BEAMS OR CONTINUO5 HORIZONTAL ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ALL -" SPACING AT PANEL ENDS AND EDGES,UNLE55 OTHERWISE RECOMMENDED BY PANEL
ELEMENTS. MANUFACTURER,