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This documenR abng assocaahad
documents is an instrument of enrggin�eers
CODES & DESIGN STANDARDS: DESIGN LOADS: servi a aarntdd ere the hysical and irl6ellectual
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I GENERAL NOTES: SPECIFICATIONS: (continued
1.All notes,drawings,details,tables,references and cifications de icted within these en ineerin documents shall be reviewed b the client and each material and/or OTHER FRAMING gi
F g Y Florida Building Code-Residential 2010 ROOFS � F� Pr=senginneerb id 9rfiW hher Itis ret
service contributor prior to initiating construction of structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be Florida Buildin Code 2010 as a licable LIVE LOAD ) . use the
1.All structural dimensionaUsolid-sawn framin m ep spec' person or entity identified bel°""to
funiished by those persons and/or entities with a thorn gh understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a ( ) g embers,exp t as noted or ified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. g ( PP ) 20# sf W ', ,! . instrument a Semite depicted bine chis to
thorou knowled a of a licable construction and actives re aired to execute a desi such as the one d cted herein. DEAD LOAD/SHINGLES?#�f ;'i ' '' ' assoaateddocurrle onehmeonly e
construct the building(s)a orrles
gh g pp typr q gn epi ASCE?-10 DEAD LOAD TILE 20#�Sf i detailed hereinand.r4s,thespecifiolocaeon
2.All engineered wood beams shall be Trus Joist/I-Level/Weyerhaeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in NDS-05 aerated t> Re-use,use at a brai;orl
2. These eri cerin documents have been aced a the client's re west to ensure the structured acted herein is in Com liance with Sections 1603 throw 1607, 1609 accordance with the manufacturer's specifications,instructions and directions. DURATION FACTOR 1.25 otherthatt�h�eonedescribed nereinard/or
gm g Pfef q eP P TPI 1-07 FLOORS zoNE^t" „ dcePes�gnodrelertreM�e a ofany
and 1610 of the Florida Building Code,and/or Section R301.1 (excluding flood design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 ACI 318-05 LIVE LOAD " ' federal itr°e1 I p
3.All en neered woad Sts or columns shall be Trus Joist/I-Leve1/W erhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members,as #/ dministracWe code yrird laws areers rule
along with Tables R301.5,R301.6 and R301.7 of the orida Buildtng Code-Residential. The engineer s scope of work is limited to only providing the necessary analysis, p° eY specified,or WFCM-Ol 40 s f ceBoa d of Engineers rules,
DEAD LOAD etc.and is punishable by fine,imprisonment
equivalent,except as noted. Vertical post or columns specified on the framin lans and/or details as en ineered wood ma not be built-u or ieced to ether to form 12# s f I n cru d i n ,< and/or hcensetauthorizabon revocabcx).upon
drangs,details and specifications commonly require to depict the construction necessary to conform to or with the structural loading requirements as outlined in the g P g Y P P g ( CI n'g B e I ow M revocae°n of license for cause an or i
the specified dimensions;they must be solid,one-piece members. Post or columns cified within these construction documents as dimensional/solid-sawn members- DURATION FACTOR 1 t7� z ' , entayin possession of an or 'ina�o
aforementioned sections of the code and specifically a cludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the „ „ DESIGN CRITERIA: O = zoNE" " Yerslon of the dot°me s'shoo r tau
i.e.4x4,4x6,6x6,etc. -may be replaced by a similar-sized(e.,g. a 5.25 x 5.25 EWP in lieu of a 6x6 SYP)engineered wood st without additional anal sis or CEILINGS/ATTICS ,i; , i, r;,, t yersionstorheca roc Ino.
engineer's scope of work specifically excludes engine g functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(except EWP Po Y ,
cified herein ,etc. as well as other disci lines Of neerin i.e.mechanical,electrical, lumbi) , eotechnical,environmental,site includin drains e ,etc. And, documentation required by the engineer. LIVE LOAD/N O STOR o ,,', ' , '; imrrlediately and cease any and au_
/s f (Non-c o u r r e n t) W / construction and/or use associated with
l P gi g- P g g ( g g ) BUILDING TYPE ENCLOSED LIVE LOAD w STORA ' °° zoNE/ documeM(s).useoftnisdoament
the en ineer's sco a of work ecificall excludes de elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture „ „ BASIC WIN / /4�/sf (Con cu rr nt "t" , 'j;, acknowledges a of thi erocurne
g P. Y ++ ++ . 4.All nailing shall be with common nails,exce t as otherwise noted. All nailin not otherwise ec�ed within these en ineered documents shall be as ified b D SPEED 130 mph (3 sec. gust) DEAD LOAD ) j, aforement;oned rnsandconditions.
- protection,infiltration and/or resistance;resistance to cod destroying organisms( WDO ),fire-resistance;energy efficiency,etc. The engineer further warrants that the P g . . g y EXPSOUIRE CATEGORY 5#/sf " zoNE
structured acted within these documents,to the best f his or her knowled e,coin lies with thea licable rtions of the aforementioned sections of the code and makes the applicable code referenced herein. All envelope sheathing shall be nailed andJor screwed as specified and glue or other adhesives shall not be used in place of nails C WIND x "t"
eP g P PP Po BUILDING CATEGORY II
no other claims,warranties or arantees relative to th se documents with re and to their fitness for an ose. An data included within these documents that address or screws. LOADING PER TABLES 1 ' DESIGN MEB
gn g Y Pine - Y INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR
elements beyond the specific confines of the aforemen 'oned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be 1.60
r nsibili of thea ro ate enti i.e. owner,ar itect,contractor,and/or buildin official,mdividuall and collectivel to desi account for or otherwise ve as 5.All engineered components,including roof trusses,floor trusses,I joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and SIESM I C S, DRAFT MEB
directions. CHECKED LAP
tY PP Pn tY- g Y Y- gn> 3 N/A
appropriate for the intended purpose. zoNE zoNE
3. The structured acted within these en cerin dot'Dents,cess ecificall noted herein as otherwise,has not been desi ed to resist floodin or the associated effects b.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSl/PS2(Structural 1 rated sheathing NOT required except when specifically identified as such).
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thereof. It is the responsibility of others-i.e.owner, hitect,contractor,site developer and/or building official,individually and collectively-to establish the minimum Sheathing may be either OSB or plywood,unless specked as one or the other on the framing plans and/or details." All panel edges of wall sheathing shall be solidly
a ro ate buildin elevation for the subject site and a im rovements located there u n. In no case shall the structure de icted herein be sited at an elevation less than blocked. Use of ply clips or similar edge support is requireal at unsupported panel edges of roof sheathing 7/16 thick when supports are spaced at greater than 16"o/c. GABLE DATE 9.24 0
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the minimum prescribed by FEMA,as prescribed by MA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved Use of ply clips or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32 thick when supporting tile roofs. Use of ply clips " zONE(s),TYPICAL
by the local controlling authority. Furthermore,the cture depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone or similar edge support is recommended at unsupported panel cadges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roof and wall JOB NO. 12-150
"V"unless these engineering documents spec�cally i icate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. sheathing shall not be less than 7/16"thick. Floor sheathing shall not be less than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some NASSAU
design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. CO- ROOF PLANNIEW El ZONE-1 INTERIORZONE(S) SQFT. -
4. The design(s)depicted within these engineering do eats has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced REV DESCRIPTION
herein as inte reted and enforced b local authoritie avin urisdiction and,further,the en neer is not aware of an errors or omissions contained within the desi s 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(www.Uawood.org)recommends the use of either 15/32 thick,32/16 span-rated r ZONE-2--END/EDGEZONE(S)
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or documents,nor of an inconsistencies between the si s and documents and the a licable laws,codes,et al. However,should an rtion of these en ' eerin sheathing(Exposure 1,PS 1/PS2)or 7/16 thick,24/16 span-raised Structural I rat shea g w en a sheathing is installed wr'�vertical orientation(long axis E Z D I M E N S I 0 N: -
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documents be found to include an error or omission, engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to parallel to the studs)on the wall(see Technical Bulletin TB-202 for ad itiona miormation). The discretion to enforce the aforementioned recommendation is at the sole
discretion of the local Buildin Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless ou have FIRST verified the ** 3 t t $r zoNE"3^_CORNER zotaE(s)
the client-unless the error or omission arose from fla 'ed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer g g Y �]�� 2 -
for the additional services provided. The engineer wil not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance p� 3
engineering documents or addendum thereto. the construction of the exterior walls. � � -
I 5. These en neerin documents ma be used one-tin nl ,and onl at the cific site or location identified herein. The desi s d acted herein m# not be used to 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and -
g Y Y Y gn( ) Y directions. Alternates to the died Sim son connectors mail be used ovided that the alternate connectors meet or exceed the iec�cations of the connecto s �' '- F" 0 4
execute(a)subsequent structure(s)or elements thereo nor shall the design(s)be executed at a location other than the one site or location specified herein. P >Pr sl rO - �0�
specified and have appropriate product approval and installation instructions and directions. 1295 )j d �p
6.Use of these documents for any purpose constitutes a understanding and acceptance of the terms and conditions outlined herein. o Th1-L ilJTi LLO
FOUNDATIONS CONCRETE&MASONRY
7. Verify structure orientation with architectural draw' gs and site plan or survey before commencing construction. Do not commence construction if a conflict is present. ��'O ��� 9 w �� p
! 8.Any discrepancies between these engineering docu nts and the architectural drawings,site plan,survey and/or other data or information shall be reported to the I. The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design ��P M pH 8 r
en eer before the commencement of construction an no construction shall oceed until the discre ancies are resolved. Should discre ancies be discovered durin parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein �. U
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construction,construction should cease until such time s the discrepancies have been resolved. is✓are intended to mimmize differential movement resulting firm the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the i~ '
foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of ; Engineer s
9. These en eerin documents have been ared c sistent with the architectural drawin s and details rovided b others-that include dimensions,o nim locations the soil conditions present and be advised to maintain good pra.ctiee in the future with respect to surface and subsurface drainage,maintenance,the construction of � US-1 a 6550 Roosevelt Blvd. i
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and other specific information-which has been replic ed into these engineering documents. The engineer is not responsible for the accuracy of the replicated information partitions above floor slabs,fmish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future N E" Jacksonvtue,FI Sas r4
erfonnance. "" �]�� � d (904)zz=�100
or for claims arising from the use thereof. P p�, oy A17<.ANTICO FL coA No.z 901rj
10.Unless specifically depicted within these engineeri g documents,the engineer has not been made aware of nor accounted for other components,elements or systems 2. The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring I-10
that may be intended by others and could affect the p ormance and/or serviceability of the structure depicted herein. exclusively non�xpansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth V)
with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction sial cease immediately and t- H
the en eer shall be rom tl notified of the conditions and no further construction shall occur until the en ineer has ovided additional direction. yam• '# BEACH " ` Z
11. These engineering documents should never be scar Wall framing shad be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall P P Y g pr c O 4$ 0
framing shall not be assumed based upon the"scaled" all width depicted on these or any other drawings,or based upon notes or references included in the architectural 119 r� T 9i' ' 0
i drawings. 3.Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor M P r�t o
system above or otherwise properly braced or shored to prevent damage to the wall. p M �O 103rd ST. MPH `3 F� ~
12. These engineering documents include specific info ation of a structural nature-i.e.the size,grade,species,quantity,Strength,etc.of headers,beams,columns,posts, U 0 ,r, _ /"�
studs, oasts,rafters,sheathin ,footin s,reinforcin ,c ectors,fasteners,etc. This information su ersedes information of a similar nature that ma be shown on the 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing a � C)
associated architectural drawings. Additionally,the s grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, capacity. In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. p� G s od'� - �J
within reason,at the discretion of the user without ad Tonal review or analysis by the engineer,unless specifically prohibited by the engineer. M {i �4 O �ti ^
5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated �, A FLOOR PLANK EW 0
13. These en ineerin documents include multi le a s with cross-references. All a es of the en ineerin documents should be reviewed and understood before usin column or wall,unless indicated otherwise.
g g P P g P g g g g CLAY CO I 295
the documents for any purpose. If(a)page(s)of the a ineering documents istare missing,illegible or otherwise unusable,obtain complete and legible documents before O F1 ZONE^4--INTERIOR ZONKS) ^
roceedin with intended use. 6. The location of steps,jogs and top-of--wall and/or top of--slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation ^� "
P g - EZ DIMENSION: Q � I
changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these items may change E-+
14.It is the intent of the engineer that the structure dep ted within these engineering documents be executed in conformance with all requirements of the authorities having during actual construction. The designs)depicted herein can only address the ro r foundation confi tion as ** t 1 * zoNE^s"-ENn EDGE zoNE(s)
p pe gura spec�cally depicted herein and could require GJ, 3 -� O
additional anal sirs and effort should field revisions merit. `n e
jurisdiction over the construction and/or occupancy d acted herein. All contractors-including materials and/or labor contributors-are responsible for the means and Y s
methods of constructing the structure depicted herein d shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and T-dH U F�
staards. Under no circumstance shall these enginee g documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural '�S CO• ` ` ^ � i
a roved,and c an a ro nate )nit s has/have issued to execute the desi s de acted herein b thea ro nate controllin authori system. It is the sole responsibility of the contractors)and labor contributors executin the desi s de acted within these en neerin documents to ads tel shore
pp )( ) pp p pe ( ) gn( ) p y pp p g ty(ies)ores). the walls throw out the construction rocess to maintain the irtte of the desi s g gn( ) P g Y PROJECT LOCATION MAP
Furthermore,all construction arising from the design(s depicted within these engineering documents shall be inspected as required by the authority(ies„ spolmsib a for the P »ty gn( ) MAX. ON-CENTER STUD SPACING(in INCHES)
V
' � issuance of any pennit(s)and shall pass each required' spection before the construction progresses further. No Certificate of Occupancy�or similar statement of � � ,�- END-ZONE/INTERIOR ZONE" E„�
coin letion shall be issued for the structured icted thin these en ineerin documents,nor shall the structure be occ led or othgtvlrrse used for se until such 8.The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional five feet or more beyond the
erimeter thereof. Unless otherwise indicated,all footin s and flat concrete shall bear u �""'
time as the authority(ies)having jurisdiction o the srrriction and/or occupancy of said structure have confirmed th trticture is safe,sound and mpliance with all p g pori non-organic,undisturbed soils compacted to a density of not less than 95% i wain 130/c X I B L E FINISHES (NOT STUCCO) H
applicable laws,rules,codes,etc.,and consistent with a drawings,details,tables,references and spec cations depicted within these engineering docr pments. of Modified Proctor Maximum Dry Density(ASTM D 1557)for a depth of not less than two feet(24 inches)below the bottom of the'footing or slab;Or,upon clean Mil Rt Ht <30'
GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbed soils(with this compaction FlATE FZEx. zxa 2x6 2x8 2x1(1 � . W
15.It is the sole responsibility of the cOntractor(s)and bol contributors executing the designs)depicted within these engineering documents to determine the proper thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor PL(N M� #2 spF #z sYP #3 SPF #z SPF #z sYP #z sYP #z s� Il�TT �
erection procedures and sequences required to insure safety of those providing the labor and materials necessary to execute the designs,as well as insure the soundness Maximum Dry Density(ASTM D 1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the 8' 24"/24" 24"/24^ z4"/24" 24"/24" 24"/z4" 24"/24" 24"/24" 4.4 a
of the structure and its sub-elements and/or coin nen throw out the construction rocess. Furthermore,it is the soler nsibili of the contracto s and labor building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,000#/ soil bearin ca aci but in no case shall the 9' z4"ria" z4"/24" za"n4" z4^/24" 24"/24" 24"/24^ 24"/24" O En
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contributors to provide appropriate and adequate tem ary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time site be prepared to a lesser degree than that which is outlined herein. Io' 12" 16" 12" 16"24" 24 24"/24" 24"/24" z4"/z4" 24"/24" ^
as all of the structural elements and components depict within these documents are properly installed,inspected and approved. Bracing shown throughout these " ` IF 10" 12" 10" 12"24" 24" 24"/z4^ 2a"/24" 24"/24" 24"/24" >�
engineering documents is permanent bracing and shoo not be confused with or substituted for the aforementioned temporary bracing. 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4 nominal thickness in any instance)and be placed atop 12' 6~ g~ 8"/12" 24" 24" 24"/24- 24"/24" 24"/24" za"/2a" W W
(minimum) 10mi1 polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W 1.4x1.4
WWM,la not less than 8" at ed es/end " 14' N.P. N.P. 12"/16" 24"/24" 24"/24" 24"/24" 24"!24" ^
16. Yet-to-be-installed building materials-such as gyp um board("drywall")and roof shingles or tiles-placed on the floors)or roof(s)of the structure depicted within ]b PPS g s,in conformance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2 fiber length at a rate of l is N.P. N.P. 12"116" 16"/16" 16"/24" 24"/24" 24"/2,a" �,
these engineering documents shall be evenly distribut over an expansive area so that the weight of the uninstalled materials does not exca the allowable live loads of per tubi yard of concrete,complying with ASTM C 1116. � O .
18.5 N.P. N.P. 8"18" 8"/12" 12"!12" 24"/24" 24"/24" z
the floor or roof;Unless indicated otherwise within th documents,40#/sf for floors and 20#/sf for roofs. day 19.5 N.P. N.P. 8"/8" 8"/8" 8"/12" 24"/24" 24"/24"
10.Minimum compressive strength of all concrete used for fowmdations,slabs,etc. shall be 2,500psi at 28 s. COMPONENT & CLADDING PRESSURES (in psf}-Vsd or "ALLOWABLE: �•s N•P. N.P. 6"/8" s"/s" 8"/s" 16"ria^ 2a"/za" �]
17.All materials specified within these engineering d merits shall be installed properly,in a workman-like manner and in accordance with the directions and instructions 21.5' N.P. N.P. 6"/6" 6"/8" 8"/8" 16"/16" 2a"/24" O
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provided by the manufacturer,or as otherwise indicate by the code or associated product approval document. 11.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less WIND 130/c ROOFS(all values negative-i.e."UPLIFT') WALLS incl.Windows&Doors) 22s N.P. N.P. N.P. 6"/6" 6"/8" 16"/16" 24"/24" r l ' -
than 3,000psi at 28 days. PITCH <6/12 ( v g
18. These en eerie documents have been reared in the version of the Florida Buildin Code and/or Florida Buildin Code-Residential alon with the associated A A i <3a ZONE"3" ND/E"2" NTER O OVERHANG OVERHANG ENI)zoNEs zovEs
standards a design methodologies referenced ttherein applicable at the time of the preparation of the documents. As the pplicable code,stanr ands Band methodologies are 12.Reinforcement shall be detailed in accordance with ACI 31:5,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: AREA(in a. coRNERs END/EDGE INTERIOR coRNFR INTERIOR NEGATIVE, POSITIVE NEGA POSITIVE MAX. ON-CENTER STUD SPACING(in INCHES) O W
a)Concrete cast against earth: 3" <10 -28.28 -28.28 -24.18 -40.99 -40.99 -32.38 24.18 -26.2 24.18 Z � ,
routinely updated and/or supplemented,the engineerm may become outdated and invalid for use if the documents are not submitted to the local permitting and END-ZONVINTERIOR ZONE: �-+
enforcement agency(and subsequently used for const tion)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective b)Formed concrete exposed to earth or weather: 1'/2" 20 -27.05 -27.05 -22.95 -39.76 -39.76 -30.33 23.16 -25.21 23.16 �., w
date of the edition of the code,standards and/or dei ethodolo es referenced herein,the en ineerin documents shall become null and void and shall be returned to the c)Interior slabs,walls,etc.: 3/4++ 50 -25.41 -25.41 -21.31 -38.12 -38.12 -27.26 21.52 -23.57 2'.52 win 13o/c BRITTLE FINISHES (STUCCO,et al)
gn $I g Ma RE HL <30' > 0 T h'1
engineer,who may subsequently be contracted to upda or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,Staards and/or >I00 -24.18 -24.18 -20.09 -36.89 -36.89 -25.21 20.49 -22.54 2C.49 FINISH BR1•T, 2x4 2x6 2x8 2x10 v
methodologies. In no case shall these documents be u d for permitting or construction more than one(1)year after their date of original issue. 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade b0(G60). All longitudinal PLATE HEIGHT � E
#2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP ^
(horizontal)reinforcing in walls and footings shall be continuous aUaround corners and intersections,and/or matching corner bars shall be used. All longitudinal °MIN''L O [--t
++ LEG N -
h0 O 8' 16"/16" 16"/24" 4"!
nz ntal reunforein shall be la t E D 2 24" 24"/24" 24"/24" 24"/24" 24"/24"
d a rices
( ) g a minunum oi:40 bar diameters 20 mimmum la for#4 and smaller reinforein and all vertical reinforein shall
19.Engineering documents such as these depict a desi that is both impractical and economically unfeasible to fully test or prototype prior to execution As such,extreme PPe sP ( P g) g be n O
care and code-required factors of safety have been app ed throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minimum of 25". 9' 12" 16" 12"/16" 24"/24" z4"n4" 24"/24" 24"/24" 24"/24" F� t� W
w v 2 2x10-2/3 HEADER/BEAM C ily 10" 12" 10' 12"24" 24"24" 24" 24"/24" 24"/za- 24"/24" W
Ho e er the ve nature of the rocess rovides o unities for errors and conflicts to arise durin the execution of the desi s . Because of the inherent inabili of the ( ) AI..I,-O[Tl' C
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en ineer to foresee eve otential conflict,ambi i accurac or oversi t durin the" a r" hase, rtunities do exist for the desi to uire additional effort 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done I I' 6" 8` 8"/8" 20" 24" 24"/24- 24"/24" 2a"/24- 24"/24" ^
g ry P gn ty'' Y g P P 0PP0 gn in accordance with the re irements and a lication of ACI 301 "S cifications for Structural Concrete." NUMBER OF KING-STUDS EACH SIDE OF OPENING 12' N.P. N.P. 18" 20"22" 26"24' 24" 24"/24" 24"/2a^ � p �
once construction has commenced. This,combined tivi the relatively low fee(relative to the cost of the structure}associated with providing the engineering services as 9u PP Pe
depicted herein,causes the engineer to be unable to ac t"back-charges"for errors or omissions contained within the design(s)depicted herein. NUMBER OF JACK STUDS EACH SIDE OF OPENING 14' N.P. N-P. 8"/12" 12"/12" 12"/16" 24"/24" 24"/2a" �/
15. All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 16 N.P. N.P. 6"/8" 8"/8" 8"/12" 16"/24" 24"/24" � � W Fi1""1
20. These engineering documents and the designs and i eas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. NUMBER of Pr IES IN HEADER 18.5' N P. N.P. N.P. N.P. 6"/6^ 1zv16^ z4^/za^ H a W
For cause,upon notice,the documents shall be return to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained 16. Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type I,Grade N-1,normal weight,with a minimum compressive 19.s' N.P. N.P. N.P. N.P. 5"/6" 12"n2" 24"/24"
Strength of 2,000psi(fm= 1,500psi). ALL EXTERIOR HEADERS (1)Zx10-1/2 UNLESS NOTED OTHERWISE 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"/24" U5
herein are prohibited without the expressed written co nt of the engineer. O
ALL INTERIOR HEADERS (1)2x10-1/1 UNLESS NOTED OTHERWISE 21.5' N.P. N.P. N.P. N.P. N.P. 8"/8- 16"/16" ^
21. These engineering documents have been prepared r the specific site or location identified herein as relayed to the engineer by the client. The engineer has used 17.Mortar shall conform to ASTM C270 and be Type S. �� 22.5 N.P. N.P. N.P. N.P. N.P. 8"/8" 16"/16" T� A
resources reasonably available to him,based upon the- ormatmon relayed by the client,to determine the appropriate wind speed and exposure for the specific site or - EXTERIOR STUDS SPACED AT GREATER THAN 16"0% � V 1 4
location of the construction de icted herein. Those re urces reasonabl available ma include local overnment GIS ma and/or satellite ima 18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" �„ "
P Y Y g psi ger}',wand spa maps and 11". SHALL BE SHEATHED WITH� (a NOMINAL) W
published by the local controlling authority and/or the ate DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the �G WITH VERTICAL APPLICA��ONS&STUCCO
wind speed,exposure and other design criteria shown rein to be correct and code-compliant prior to approving these documents and authorizing construction from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specthed differently on the drawings. FINISHES. W 0--lI I
The engineer shall not be liable for any claims arising m inaccurate wind speed andlor exposure designations based upon the site or location information provided to him Lintels shall be of ode ate size,stren and reinforcement for the ver an and loadin candttions. ~RSD~IN PLACE OF A QUANTTI I'OF KING STUDS IN A HEADER OR BEAM CALL-0UT INDICATES THE
by the client(or others),or for the accuracy of those m pping and/or imagery resources used by him to aid in designating wind spa and/or exposure. gn sP g M AXIMU -CEN TER STUD SPACING I S 16" WHEN � � � i
SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE
USING THICK WALL SHEATHING. ' 1 ^ [--�
20.Provide horizontal joint reinforcing in CMU walls at 16"o/C vertically conforming to ASTM A82 and ASTM A167 Type 304. E-)INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER ") v 1--I T 1
SPECIFICATIONS: STUDS WITH MAXIMUM ON-C R SPACINGS OF 6"OR 8" P4 � �•/
STEEL MAY BE DOUBLED AND SPACVT 12" OR 16" ON-CENTER, Ql
WOOD FRAME WALLS RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED W t0 Q
1. Steel elements shall be detailed,fabricated and erected in accordance with AISC "Specification for the Design,Fabrication and Erection of Structural Steel TOGETHER PER 7 I IE MULTI-PL Y POST CONNECTION TABLE. M a
1.Unless otherwise specifically indicated within these ocuments,vertical wall framing(studs)may only be interrupted(i.e.broken,pies or"platform-framed")when Buildings," 9th edition. W � � �
fully-braced by an intersecting sheathed floor system. tairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should not be FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATI /MASO CONNECTOR SCHEDULE
used to support platform framing unless specifically de fined to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TrE FAsrENERs NAILS/sCREwsTo HARDWARE I T,oNs EXT/MDNO FOUNDATIfM4S ExT/S1EM-WALL FOUNDAnONS CMU WALL - AM /LINTEL Pro' E ir,eer
uninterrupted between points of lateral support. a)Pipe ASTM A53,Type E or S,grade B or STRAP OrNAIr.S FRAMING MEMBERS CONNECTOR (SAE I:18)
EMBED YIN EMBED MIN EDGE DIST MIN EMBED MIN /MAX EDGE MIN EMBED EDGE DIST
b)Tube ASTM A500 x25 I ce aine,PE
(5)8d PFR END (12)164 ABU-44,-66 .I 5r 5 5-12" 3- 12" 1-3/4"/6" MA
2.All top-and shoe-or sole-plate material shall be#2 YP lumber w/mamum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry xs (4)saP�tEF>o ; P e on ginger
shall be ressure eservative treated. 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. clo)1sd/FACS, LTTzoB A DTT2 1? �•. a -remN 512, 4"w/2-vrsl+cc ,r 1.3/,-/t'r' ,r C.L.w/MIN
P Pr HB 2 slc�c 2"w/4•sPcc 3"SPACING FL Ll 475
(s)1aa x,-ln^PIItEFII)
MTS12 (22)IOd SINGLE MGT .' 5'r 5 5-12" 3" 12" 1-3/4-/6" 12" '
Aa)loeor,oaxl-1n•mru. -- c.L. GA LiCH
3.All vertical wall framing(studs)-including"jacks" d"trimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plans)and/or table(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 2x(22)/0d DOUBLE MGT a)Sr 5 9-1,? '" 1z" Sari-/a Ir C.L. - r,
w/maximum 19/0 moisture content-except as noted o' specified otherwise on the framing plans and/or details. All vertical wall framing(studs)large than 2x6 shall be#2 (2o),oa"r(1A)ioax,-,n-TOTAL Seise o. 8
° A307,A36, SAE 1018 and Grade 2 bolts. at),ba s1xcLE Hrr,r�a sr s %-In" r 1r ,-3/a-/s" Iz^ 'r
LGT2 (16)16dSINtJRSToTRUSS, C.L. Tbis,*ewiny tv evithoft,raised�,
SYP lumber w/maximum 19%moisture content unle therwise noted or specified on the framing plans and/or details. (14),6dSFacERSTO,&POST zxas)Iba DOUBLE HTTI6/a 1z)Sr s In a• 1r 3-vz-/4" 1z" C.L. seat igND gnedin BLU�';r�
5.Hex nuts and coo lerslcou lin s used for hi stren bolts anchor bolts and threaded rods-ASTM A449 or similar-shall be hes hex ASTM A563 x16,-16S,-16.2 (z)10dx 1-I/2"TO TRUSS,(1o)TO>/PGST 2x(18)l6d TANDEM HW16/ 1115: s 9-1/2" 5" 15" 1-3/4•/6" NIA
P P g gh- > vy grade DH. the 6astillp Group,Inc.
4.All required 2x blocking in vertical wall framing sh 1 meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that MSTAI2 (10)10dTOTAL (32),6dSidms SINGLE HTT22/5 5r 5 9-12" 2- ,5- 1-3/4•/1, N/A 6550`Roosevelt Blvd
are specified as SYP and are also not designated as a ar-wall or portal frame wall may use SPF blocking. MSTA18 (14)10dTOTAL 2x(32)16dsinkas DOUBLE H172V5 w 12)ST 5 9-1R- 5" SEE PLAN N/A � Ja&� oayille,FI_3244 -
CORROSION&DECAY RESISTANCE: MSTA24 (18)INTGTAL (2(1)7."_x2-u2"SDs SINGLE HDU8 =' r s r 3• ,3-ln" 3-urr4 ,3_ln" � (�4)47��1be
5. In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as MST32 (42)I6dTOTAL 2x(20)Y"-x2-,/2"SDS DOUBLE HDU8 izl'T 13-1/2" 3- 13-1/2" 3-v2"/4" 13an" [ �a FL CoA[yumber 29015
specified either in the stud table(s)or relevant notes. I such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16dTOTAL (3o)y,"-x 2-1n"SDS SINGLE HDUII 1• 15" ,-3N- SEE PLAN N A SHEET
thickness of the adjacent wall framing my be increased' as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-out to a thickness boards/lumber,joists,posts,etc. -shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for MST6o (56)I6d TGTAL 2x(30)Xa x 2-In•Sos DOUBLE HDUI1 a1, , IS" 4- SEE PLAN NIA
similar to that of the column so as to conceal the thickn ss of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the CS16 (30)8d w(26)rod TOTAL (36)X."-x 2X"SDs SINGLE HDU14 1 15" 3- SEE PLAN N/A
column"wrapped"with a finish material(i.e. gypsum, c.)and left semi-exposed into an interior space within the structure. Additionally,if none of the three application. SPx4,-6,-8 (12)1oax,-1/2" 2x(36)Ya"-x2X"SDs DOUBLE HDU14 I2)V 1 15" 4- SEEPLAN N/A 3
aforementioned options are considered to be practical, e engineer may be contacted and requested to provide additional analysis to determine if an engineered wood HPAHD22 (23)I6d (,6)1od HGT2,HGT3 M 14 11-1/2" 3- SEE PLAN 11.1/2" m W -
WP or structural steel column ma be used within allotted wall cavi 2.All interior wood and wood-based members in contact with concrete or meso shall be LTPa C.L. I �� /
(E ) y ty. my pressure preservative treated to resist decay. a2)as x 1.In"TOTAL 10Ica HGTa a)3A• 9" 3" SEE PLAN 11-1n" w�
A35 (12)8dx1-In"TOTAL C.L. t
FRAMING"and-FRAMING-TO-FOUNDATION" CTCV ScHE E NOTES GUARDRAILS,HANDRAIS AND SUB-ASSEMBLIES/COMPONENTS THEREOF � 1 Of
3.All fasteners(nails,screws,bolts,etc.)less than''/2"in diameter and in contact with pressure preservative treated wood shall be either hot dipped galvanized(FII)(')or MA2o a2),oax,-1n"
FIELD FRAMING stainless steel(SS). All metal fasteners&connectors a to weather and/or in contact with corrosive materials shall be rat he manufacturer for coin atibili HETA20 (Iz),0dx I-1/2" 1)USE SIMPSOtN AT ACRYLIC TIE TWO-PAR?EPDXY FUR TO*YIUND.CONNECTIONSUN.O. SYSTEM WITH APPROPRIATE/APPLICABLEFFLOORIDmA PRODUCTAPPROVA�L(S Y �w
by t. P 2)ALL DWEN41ONS(ROD DIAMETER,EMB>�ENT.me )ARE MINAIUM DlsrAxcEsuN.o. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL
with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the LGT2-MASONRY (16)164 SINKERSTOIRUS3, 3)'DOUBLE"Hi)LD-DOWNS REQUIRE MINK M 8•SPAc ATR ANCHORSUN.O. ENGINEER TO THE DESIGN CRITERIA STATEDINTHE APPLICABLE CODE.THE
1.Limited elements or areas of the design(s)depicted thin these engineering documents may include the label or reference"field frame"or similar. At these confined exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive Ilse of SS 7),/4•-x71/4"TTTEN SCREWS TO WALL 4)EDGE DISTAyCE DIMENSIONSTOBEMEA1IAimFR05f ExTFR10RfACE OF THE FOUNDATION CVRBOR PRODUCT APPROVAL REPORT AND/OR SHOPDRAWINC3(s)ANDASSOCIATID ,^a8»:a ,
MTSM16 (n Ica a 10dx I4/2"TOTRUsS, CMU WALL TO�rHE I of THE ATR ANCHOR - DESIGN CRTT VIEWED AND APPROVED BY THE E.OR.PRIOR
locations the engineer has determined that 1t I S uIIIleCe to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. (4)1/4"•-x 2-1/4"i3TEN SCREWS To WALL 5)MIN.EDGE DISTANCE DOES NOT APPLY ATDITERIOR C LOCATIONS ONLY IF THE MIN.EMBEDMENT is TO CONSTRu .
stairs and/or landings,plant shelves,widows walks,ra floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or HTSM16 (3)104w IOdx 1-1/2"TOTRUM 6MEASURED FRI*4 THE LOWER SLAB ELEVATI N
accessories. As such,the en 'neer has deft rr d to the c )tractor or other erson or enti re onsible for the execution of the construction de acted herein to create his or 4. Stainless steel SS and zinc- rated/ alvanized 1.e.Z-MAX,:HGD,etc. connectors&fasteners shall not be combined. Use a SS fasteners with SS connectors. (4)1/4-x2.1/4"ITTEN SCREWS To WALL MATERIALS TO BE AISTALLED aI ACCORD want MANUFACTURER'S INSTRUCTIONS& t
P t sP p ( ) P g c ) Y Hi6,46S,-16-2 (2)Iodxl-In•TGIRUSS, D�N,�3 REVEMD FOR CODE COMPLIANCE
ECD ARE^COMMON"SIZE3UN O. C11 Z OF A
her own design for elements or applications specified a "field framing"or similar. The designs)and execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvanized fasteners with zinc-platedlgalvanized connectors. (�,/4-x z-va"TITENSOREws TGWAIc 8)MINIMUM RID SIZE/GRADE,EMBEDMENT&EDGE DfS SiOWNONPLANSUPERSFAESMINIMUMSSiOWN TLAN IC BEACH
rules,codes,etc. and shall be to the executed to the sati action of the Building Official. FGTR (18)v4"-x 3"SDS TO TRUSS, ON THIS CHART
5.Re lar in ection and maintenance of wood wood-based and metal roducts used in structural a lications and/or used in outdoof or other tentiall corrosive (2)1/2=x 5"T17EN HM TO WALL 9)MINIMUM ELLE DISTANCES OF 4"OR MOREREQUIIF 6"WALL FRAMING n�SEE PnE�RMrITS FOR ADDITIO�N�AL�r
ppr1y� MSTAM36 (8)IOd TO FRAMING, 10)MINIMUM 8' REQ V IREM&M AND CONDI I IONS.
a`- SP > s fa f PP PO Y (4 1/4-x2-1/4"TITEN TO MASONRY I1)MINIofUM I--�AEDGE DISTANCE FOR TITEN SCREWS " U.N.O.
_ environments or applications is essential for continued,IOIIg-term SatiJl aCtOIy pCllOimaIICf', 12)MINIMUM 4'EDGE DISTANCE FOR TTTENHD's
DATE: -
i I
I
i
THIS DOCUMENT, ALONG WITH
ASSOCIATED DOCUMENTS, IS AN
INSTRUMENT OF ENGINEER'S
SERVICE FOR THE EXCLUSIVE USE
AT THE PROJECT TITLED HEREIN.
INFORMATION DERIVED FROM THIS
DOCUMENT, AND/OR ASSOCIATED
DOCUMENTS, MAY NOT BE USED
FOR OTHER WORK(S) OR
PROJECT(S) WITHOUT THE
EXPRESS WRITTEN PERMISSION OF
THE PROJECT ENGINEER IDENTIFIED
BELOW.
REV DESCRIPTION
2 -
i
3 -
i
4 -
CASTILLO
Group
Designers
Engineers
2s'-0"
3'-0' to'-0" iE tk RODS AT MAX. 6'-8"o/,),,
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O m MESH ON 6 MIL VAPOR BARRIER i i -___- - J� c, I `X X�O 0
Z� m IU-' OVER CLEAN, COMPACTED FILL. SEE I ! ;; I �, Q J m
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Q� I� � 1 � ARCHITECTURAL DRAWINGS AND 1 -- ' — - ;; - -_- v- ---, �W� C7
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U I i I J i; ~�
SPECIFICATIONS FOR INSECT AND
DECAY RESISTANCE CONSTRUCTION i --
LLJ U O ; PRACTICES. PROCESSES AND ; I - - _-_ _ =_}-_!- �_ _ ___ _-_-
=O X L _-- TREATMENTS TO MEET APPLICABLE ° v - - -- - ----- - ---� _ U s W Z
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WALL ANCHORAGE LEGEND — __- _ W O
------------
DIAMETER
i - -- REF TO TAIL A 1 -----_ U
1 " DIAMETER FULL-LENGTH THREADED ROD ANCHOR Effil� PON.
s !_____ _________ ________________! i w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND TOS
7 3"x3"x10ga. SLOTTED WASHER (+ FENDER WASHER) REFER TO DETAIL A(S1 ( 2x -1/ ,�
I I ST2 ATOP UPPER-MOST TOP > ASSEMBLY. - iI
I— �
TO J" DIAMETER HYBRID THREADED ROD ASSEMBLY. " I Cm3i x NT=1 5 _ j; �i - ^C o3-' LJJ Ot 1
ts'-o" f to'-s" W DIAMETER ANCHOR w 6" EMBEDMENT AND 2" EDGE AT °D T06 0- DR. _ N q W J �/ V�
ST2 I 4" CONC / x SHE , PORCH EILIN PER TF;�
o i , FOUNDATION, w/ J-to-j REDUCING COUPLING TO CJO ,4 DE 41L Qyt'ST1 I I 2
m I J I DIAMETER FULL-HEIGHT THREADED ROD w 2"x2'x ' �'
WASHER ATOP UPPER-MOST TOP > ASSEMBLY.
, ----------�--� --------- --1 �L- n I DESIGN MEB
r------- I r r--------- --------I �CJ01 t
(2)2 8 (2)2x (2)2x8
DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT N N N N N --' -- N—
DRAFT MEB
� 9 o !I w i� W
26'-0' INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2'xA' T j� llo Iy �I w__Lw w - CHECKED LAP
WASHER ATOP UPPER-MOST TOP > ASSEMBLY. —�- - - _ _
7 7 7 r SCALE AS NOTED
1) MSTA12 ® EA.
ST2 ST2 ST2 * RODS AT MAX. 4'-_4"_o_/c it STUD TO HDR
_ DATE 9.24.2012
TOP PL. JOB NO. 12-150
` SQ.FT.
ii
II "'-----CONTINUOUS
Project Engineer:th
o 0
.' HDR PER PLANH
FOUNDATION PLAN , I nceA aine,P�
of ion Engi e
s,
3/16" _ 1 '-o" 2 STRUCTURAL PLAN -- F
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S1
3/169$ - ,-0" WINDOW-------_, SC Lice
OPENING NDOW
I) OPENING " 3
j 000 N.Ppnce,De Leoh IBIW.
St.Augustine,FL 32084'_
!� MIN. 3PLY #2 (1) SP4,6 0 EA. #2 SPF ij I
j� SPF 2X STUD 2x STUD TO SILL PL. AS �I 0)824-0806
SHOWN
_ SHEET,
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t
FACE VIEW I� Of T
pr,
41) 1/2"DIA. A.T. ��
W/ 3"X3" WSHR &
L
NUT 0 EA. SIDE
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SHOWN. I+
j' s, WINDOW HEADER DETAIL
I
SHEATHING THICK SS & ATTACHMENT SCHEDULE !17/16"TEiLCf(MIri)(x4/16 HEADER, ADJACENT TO 11 _
THIS DOCUMENT, WITH
I I SPAN )APA- Tt1P>- PER CALL j I `-�-r�-- -- i! ASSOCIATED DOCUMENTS, IS AN
LL����--{{ L.� r r n, r I r r r -r 1 r�. !TECO-RATED WALI. SHEATHING SPH4-6-8 CONNECTORS AT L -�{ � {' } I! INSTRUMENT OF ENGINEER'S
''�•`011 F i 3 1E A r' H 1 I A1 C3 "Vv1 A L L S I i C f� I H 1�V U w�{7) ROW q'8d NAILS O 1 OUT ON STRUCTURAL TOP >-TO-CORNER POST j i �, I i� 1! 1 ! I
{'IND (3)ROWS a= !I ptAN. 1 (j SERVICE FOR THE EXCLUSIVE USE
(suppa�Q 1124' ) (st�pated @ 16'01C MAX) 3 0%AT TOP OF SH1N'G (IN TO ASSEMBLY AND O TOP 1 \ I! 1 I!
1 • (t)ROW OF 10d NAIS O 8• 1 Top > AND AT BOTTOM OF E I >-TO-HEADER O MAX. 32"o/c.I I i ! I I : 1I AT THE PROJECT TITLED HEREIN.
SPEED& 8d Rl NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING" 10d NAILS e e O.C., STAGGERED ) I I
�••• AS SHONIN, EA SHTN'G QN TO HDR.). NO i ! I I INFORMATION DERIVED FROM THIS
EXPOSURE INT PET2IMETEW RtZONTAt RT APP.1Al( VERT APP. INT END (1)ROW OF O 4" O.C. • PLY. !I ADDITIONAL>-TO,-HEADER GARAGE.CORNER OF i \\., I I i (1 I I I, I I 1 i
(SPAN IPi)EX) STAG( RED, ( i i ! I' DOCUMENT, AND/OR ASSOCIATED
ZONE END ZONES PLICATION UT STUCCO W1 STUCCO ZONE ZONE 10d NAILS O CONNECTORS REQ'D w/TRUSS 1' i I
° a I 1 1/4' OFF 1 5 ' I UPLIFTS ,1,000#. FOR HIGHER + 1 I 1 I j I ! DOCUMENTS, MAY NOT BE USED
/ 6 7/16° 15/32 6 12° 6%12 STAGGERED, <OF 2x6. r + 131x3' TOE- OR END-NAILS i 1 I I' 1! !I
1 UPLIFT'S USE CON14ECTIONS AS ! I! (1) DIAG BRACE OVER MIN. (4) i! I .I
(24/!6) {24116} (32/16) WITHIN 3/4' 2 �' SPECIFIED ON STRUCTURAL O KING-STUD TO HEADER. I i ! TRUSSES APPLIED TO BACK SIDE OF j! I I j! I FOR OTHER WORKS) OR
115<132 mph 7/1 6" (Suppaled @ 24"OIC MAX) OF CENTERLINE r r I PLAN. TRUSS TO>CPS TO w F THE INDICATED EMBEDDED 2x10 HDIRS USE(9) NAfLS, i !I i WEB. CONNECT TO EACH TRUSS WEB 1 I! 1 PROJECTS) WITHOUT THE
6%1 6%6` OF 2x4 BE ATTACHED TO SHEATHED STRAPS ARE NOT PROPERLY 2x12&ENG WOOD HDIRS 1 I APPLIED TO FRONT SIDE I !' W f(p)NAILS. INSTALL DIAG. BRACES j I I' 'i
FxP.B,c,&D MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING • I W�L� O u (12) NAILS I OF WEH '! 1' EXPRESS WRITTEN PERMISSION OF
(24/16) O IAR E CORNER CAST-IN-PLACE THEY MAY BE O EA(7i ENO QF CONT. LATERAL I I THE PROJECT ENGINEER IDENTIFIED
ORIZONTAL RT APP.W/ VERT APP. INT END • • `v REPLACED LA THE FOLLOMANG: I i I,i BRACE LINES &O MAX. 20'
PLICATION UT STUCCO W1 STUCCO ZONE ZONE ♦ ' GARAGE. (1) HTT22 ** (1)MSTA-SERIES STRAP O I i !1 INTERVALS BETWEEN ENDS. I I I I I BELOW.
15/32' 15/32' 19/32` ♦ H�o R z xS HORS usE ; I I
6%12' 6%6* O KiNG-STUD OTO HEADER I ! i I ! !
(32/16) (32/16) 40/20) ! 18" STRAPS, 2x12& ENG II ! i i I REV DESCRIPTION
7 1/2' 1 1/2' 2 1 5/8' !! 2x10 HORS USE'(9) NAU_S. I !: i 1!
MIN. WALL SHEATHING& • 2x12 & ENG 1IDOD HDIRS
WOOD HDRS. USE 24" I I ! 1' I .I : I I !
BLOCK ALL PANEL GES Sd RING SHANK PET2 R803.2.3.1 OF'04('O6)FBC-R: MIN. 0.113' g7Rp� ' ,, :- ! I I I
« OF WALL SHEATHING. NOMINAL SHANK dla., RING dia. 0.012" OVER SHANK dia., 16-20 A xW�� 2!f �� En OR Q�f�, I 1 USE(12) NAILS. B'tDDED STRAPS MUST '! '1 I I 't' ! I I i i
NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280'dia. FULL ROUND HEAD, MIN. 2"LENGTH. i !I 1 CONTINUOUS LATERAL I I - !! 1;
WOOD*Tie ANCHORING ROD /16` THICK(MIN.)(24/16 SP BE INSTAL l rr w/ADDITIONAL ! I 1.1 IF LITERAL BRACE MUST BE MADE OF !
BY REQUIRED SHEARWALL *TYPICAL CONNECTIONS O STUD I BRACE QUANTITY AND I I
NAILING SEE F STt. ROOF SH ING PER ! SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES FASTEN WALL I I PER DETAIL B STI, AT INDEX) APA- OR TECO-RATED PC. OF#4 REBAR PER ! I ! MORE THAN ONE PIECE, Do SO BY I I -
( / ) SEE P/ST7 FOR BOTTOM CHORD COWMNS. JACK-TO-1aNG STUD g{EpT}UHG_70-POST W/MIN 8d's O 12" 0/C OR GYPSUM-TO-POST W/ SINPSON NSTRUCitONS ** j LOCATION DEFINED BY I I I! ! ! OVERLAppING AT LEAST 2 TRUSSES ii -
TABLE, W PLY CUPS BRACING REOUIREMENIS. ASSEMBLIES CORNER POST. EfG EACH EDND OF WALL WALL SHEATHING w/3'/72'0% ! TRUSS ENGINEER. ; I I ! i. 2
+'-�E IFI D NN IN OL91R£D FOR MIN 5de O 4' 0/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH j I SEGMENT, 'MTt•IIN 2' OF 8d NAILING, EXCEPT WHEN NOTED. i CONNECT TO EACH I � I �i
(4) 737x3• TOE-NAILS O EA. TRUSS/ < BLOCK ALL UNSUPPORIID PANEL USE -RJ VERSION OF- ! i 1 ! i !I I!
*�MMi 19/32' RAFTER -TO-TOP PL IN ADDITION TO ENGINEERED TRUSSES OR ! EVERY PLY IN ADDITION TO 2 PLYS JACK-/KING-_TLD TRUSS MEMBER W/(2) ; 3 -
410 W11H TILE CONNECTORS) SPECIFIED IN SCHEDULE ! 1 ASSEMBLY&CORNER POST EDGES w/2x BLOCKING STHDi4 AT(]UFRB WALL NAIS I I I I
UNLESS OR ON PLAN. TYPICAL. ALL TRUSS& FRAMING. SEE PLAN, LAYOUT OR i ASSEMBLY. ROD O CORNER {) LOCATIONS EITHER `i
CONVENTIONAL(SCUD-SAWN) i' DTL 2/ST2)
NOTED 07HERNASE RAPIER BEARING PON15. JACK- NG-STUD ASSEMBLY- -
t STH014/-RJ CONNECTOR 9 I j! I ii I II I
MAY BE INSTNIEO TO 1 ,I ,
ENGNEERNGDOR TYPE, 512E & ( D MULTIPLE PLY POST CONNECTIONS �j EITHER SIDE OF CORNER UN MAY BE USED AT ! I ; ! ! 4
TRUSS-TO-PL CONNECTORS e°sT AssEIMBLY� POST ASSEMBLY-TO- ( 1 I I 1' I
gRIENTATItRN OF MEMBERS. ! TO-FOUNDA110N & O CORNER I' 1 I 1(
NON-CURB WALL DTL i
x^EF; 45 rJ TEu 1*1 'U AL r II. ST1 NOT TO SCALE Ii FOUNDATION. MAY BE USED 1/ST2)LOCATIONS. I
tJSi_ (2) 2x0 #2 SYP TOP PL. FASTEN PLIES - -
L.r T {LRS _oPUJE r o.f - --- __ -- - ---- LL W000*Tie 8005) I---- '
The
I1- - I INTERMEDIATE:SHEAR ANCHOR Bq_TS PFR I \ - 'J I I"ASTILLO
TOGETHER w/{2) ROWS .131x3" NAILS O FASTENERS PE'R SILL> DOORS SHALL BE
_ u 4 _4I' H25__-__- LENGTH OF CS16 STRAPPING w/MIN. (10) 10d I1 O DETAIL A/STI, TYP.
C a6�� 15 / "/ - / INTO EACH PLY OF SILL& HEAD(E7R), EXTEND I! CONTINUOUS TTOR �' ATTACHED TO p
a H *_ --- SPH4(6)8 O MAX 32 0% O PL TO-STUDS BLO(7(NG, CONTINUOUS TO CgRNA ESR RING ALL i � ) FORUiRUSS S O 24"TRU USES ,I
__ 12 o c, STAGGERED, w MIN. 24 LAP SHEAR (XDINNEt
fi- MIN. 12 131x3" NNIS IN EA. LAP. 1! SCHEDULE ON S- S, APPROPRIATE FRAMING
9Qu- - , - ---- - HRWGHWT MEMBERS IN **MAY USE PA51 or-68 STRAPS LL.O. STHO's I; GrUup
465 1+- - NOT REQ'D WHEN USING WOOD*Tie I! HOLES w tOd_(TYP - 4 STRAPS O HEA ER & I WALL GHENT. ACCORDANCE HATH / j
_ / 0( ) (2)2x{ ) BLOCKING (TYP)_ MATCH SIZE AT STEM-WALL APPLICATIONS. ATTACH TO
745 1000 - H� ANCHORING RODS PER DETAtL B/STi 4 STRAPS O SLL q ADJACENT FRAMING (STUDS). IDD*Tie ANCHORING RODS APPLICABLE FRAMING w 22 16d or(26) tDd** Ario,idsc uaa
----, --- - MgNUFACTURER's ��TAL CONNECTORS I -- x - - DeS1Q(�erS
v0^ , E N-c TC TrF, > ! --'r:c; I INS(RUCTIONS& I J ; ! b"'
2x0 #2 SYP SHOE . w/(2)ROWS TRADITIONA 7y�-
irn+; F ; EF „N' �JrtA' F'ALJ � (�.131x3' O 12'0%, STAGGERED. z f i I
II II MIN. 23 23/32' APA- OR TECO-RATEDw p II HEADER PER STRUCTURAL PLAN i ; SEE DETAW G/STI FOR (vERTICAL> H TYPICAL GARAGE DOOR OPE�NIN FRAMING DETAIL - U.N.O. I' EnQ�"Deers
TdeG DECKING(24 0% STURD-I-FLOOR) / HEADER-To-STUD STRN�PING $T1 I I ;I ! i I I 1' LY
JTYPICAL EXTERIOR WALL ---; - j NOT TO SCALE I / 2nd FLOOR WALL :
6' 6'o/c iOd NNUNG & APPROVED II-- -- --- ----- - .._- - --�I I' WALL SHFJITHUJG- ABOVE 6550 Rnoseveh Blvd
/ -- - SPECIFICATIONS IAT EXTERIOR DEC;S ,EDGER 7-3/4" Width Pieeex !: I ! FASTEN fi00R J 32244
CON TRUCTiON ADHESIVE
EXTERIOR STUD WALL SPECIFICATIONS =� MATCH SIZE GRADE &
SEE smucnlRu SHEET rat EXTERIOR MILL FRAMING. �_ - _ ( ! - - - --rte ------ -_ - ! SEE TYPICAL WALL aclrsonville,FL
WANTITY OF ALL 2nd I i' SECTION (A/S71)FOR
TICAL INTERIOR BEARING WALL II" - -- FLR STUD COLUMNS w Ii SHALL MATCH JOIiT DEPTH {MIN. rows of 12d 3 1/4') nails O 12' o% (I 1 l I DEgtING (PER A/STI) I (go4)772-taoo
/ ,i ! S WB I :! M nimum of(2) ( - I i I ADDITIONAL SPECS �G i TO LATERAL BRACE W
II0 BLOCKING IN FLR SYS. t��� 12x8) AND BE ATTACHED TO EACH i' * Minimum of(3) rows of 12d (3-1/4') nails O 12' a/c for 74" & ( ! I / FL CoANo.29015
N, L - 11 y NAIL THROUG-I A.P.A. RATED SHEATHING 1 t ! I (4) 10d COMMON NAfLS
AND w/1 st FLR-LEVEL I i! - 16'o/c (MAX) VEI7T. FRAMING w/ -- i deeper. ' 2x4 PLANK ORIENTED !
t7CCFPT AS NOIm Uri S7RUC7UHAL PWH S q (( ! INTO FRAMING W/8d AT 3"O.C. AT ALL iy,-dla. SDS-SCREWS - 3" LONG I' * Nated connections require an Gdditiona row of naffs when nafl size 11 T-DACE FASTENED TO I I GCI
EFFECTIVE>HT. ALLONASIE UD >. __ _ STUD COLUMN U.N.O.. _ >� j : I I EDGES AND INTO EACH PLY OF EACH (' F I! 1 WEB W/.131x3` a I I I LATERAL BRAGS O 24" s
_ I 1==� ! j 11F DIRECTLY ATTACHED TO rn �.�; is smoUtr than specified above (min. 0.128`X3'). I ! 1 O C TDP AND BOTTOM. N 2x4 DIAGONAL
t - t INTERMEDIATE FLOOR SYSTEM - 1 DOUBLE INTERIOR PLATE, 12` O_C. FRAMING, 3-1 2' LONG IF w 1 * Nal from BOTH aDEs of 3- members ! 0/C. T-BRACE TO BE /
li 1 FASTEN TO FLOOR TRUSS
ELSEWHERE / WY Ij SAME sPEgES AND BRACE O 24"
t - APPLICABLE TO MULTI-STORY BLIT 1A/ h WN I I ATTACHED THROU(U•1 SHTN'G. a ( :3--t/2" Width Pieces A,� 1-3/4' Wldtn Pleaes: 12" v 0 C, gAGONAL I
t o II ONLY. SEE PLAN,LAYOUT. OR > * I GRADE AS WEB TO BE 1 W/(3)10d COMMON / ,
n ASSOCIATEI) DELEGATED ENGNERNG FOR II II i ! 1! FOR OTHER UPLIFT HARDWARE AND ! QUANTITY DF SI�RIEWS: \� i Minimum of(2) row!$" 2' bdts O 24' o%stag i' BRACED. SIZE OF METIABER !1 ! TOE-NAILS. BRACES TO - J BRACE TO
ATTACH 2nd FLR STUDS TO 1st FLR ''''AA '''' TYP SIZE &ORIDNTXTION MEMBERS CONNECTIONS, SEE TYPICAL WALL 112x8 LDGR: [elzx STUDS ! j 72' i/ ;', I AS SPECIFIED BYTRUSS I EXTEND INTO FLOOR ! , LATERAL BRACE
4A E. IV SECTION AND TYPICAL HEADER 2x10 LDG_, (7T _ I PER TABLE r , i j !I SYSTEM 1 BAY. ! W/(3) 10d 11
STUDS (OR BEAMS) w/ CS16 STRAPS BRACING, BLOCKING&INSTALLATION FRAMING DETAIL 2X12 LDGR: (eT _ 12'/ i II X IGN ENGINEER��IIN. I ()
(28" + DEPTH OF FLR SYS. IN LENGTH) DETAILS. I _
LATERAL BRACE LOCATION COMMON NAILS !
II --I. (I ) 1 I `, ON BOTTOM CHORD TO AT EACH END
® MAX. 32'o c w 11 lOd/END, SEE SCHEDULE FOR (2)2x( )HEAD ( ! AT DOUBLE INTERIOR #2 SYP LEDGER FASTENED TO (i _ / T 1 \ I I'i
/ / ( ) I I AND SILL 1 SILLS/PLATES/BLOCKING, NAIL FIRST 16'0%{MAX) SANDS w/.131x3"�! !i ,`{ i I , MATCH BRACE LOCATION ! I
CENTERED ON FLR SYS., TYPICAL INT. MINIMUM WALL STUD i I 7YP I P , I \ 1 I
F '' I ON TOP CHORD.
SIZE, GRADE, SPECIES & ( ) PLATE TO SECOND PLATE W/(2) ROWS GUN NAILS O EA.STUD !! ! % ii .: i
& EXT. WALLS. NOT REQUIRED WHEN !I 12d COMMONS AT 8'O.G (TRUSS-To-LEDIER CONNECTOR y ( , !! ;i i
USING WOOD*Tie ANCHORING RODS PER SPACING - ! I �J/ . I I I 1 INTEIRMEDUTE FLOOR '
TYPICAL U.N.O. SIDE PANEL HEIGHT lO I SPECIFIED BY TRUSS ENGINEER) } ! !! 1 SYSTEM
1 I - i I Ii
DETAIL B/STI i I I
1 1 1i I I WIDTH REQUIREMENT'S TRUSS LEDGER & CONNETION SCHEDULE_(Rd PER TRUSS) � ,�,%� I ; - ' ! � I
FASTEN EXT. WALL SHEATHING PT 2x0 #2 SYP SHOE PL.. ' INTERME TATE SHEAR I I ! �! �; i:�% ;.`1/ N 11 ! �!
TO TOP PL, SHOE PL & RIM or SPH4-6-B ® MAX 32"o/c z j I I I I FAS7EME PER SI 1 j 1 h ft MIN. w Rv#0-776..........2x6 w 5 NAILS O EACs ® ® ! CEILING UNE
PL-TO STUDS - NOT REQUIRED ! _ I >SHEAR, ONNECTOR i ! 7 2-1 ! 777-1247.....2x8 r/(8) NAILS O EACH .D p P a TRUSS Wl� REWIRING BRACIN .
RIBBON W/ PRESCRIBED "EDGE NAILING" a . 1 g 1-8 1 2 w"e t�e�_tru �•t_ %aa NeH e s rens I ! ( ! 1 1 / J !,
WHEN USING WOOD*Tie ANCHORING ! I SCHEDu ON ! -
sIZE/sPACING. 1 s-SHE I 4 ;=z , 2 1 AGER DETAIL I ` srl SCL EAMS U.N.O. jI , I I !i / ,I
RODS PER DETAIL B/ST1.
WITH 4' BRICK VENEER EXTERI I! i I ST1 NOT 'TO SCALE NOT TO SCALE I h FLOOR EDGE
_ ___.._rte.----- --ANL.-_, 4 -._��__��
FINISH, ADD CORRUGATED GALV. 1 1! ! 1 I --�--- - - I TRUSS ON PARALLEL END WALL(NOTE: 11
BRICK TiES 0 24"o/c HORZ. & i I !i I 'I 1 I! - - --- -- -- - --- --- -- RIBBON ON FLOOR L END NOT SHOWN '
T6"o/c VERT. BRICK TIES MUST 1/2'di0 X 7" EMBEDMENT lI (1) HTT22 TO ATR (TYP) I ROOF/FLOOR II: FOR CLARITY.)
BE FASTENED THRU SH1N'G TO CAST-IN-PLACE "J" BOLTS OR i' HEIGHT-UMITED APPUCA71ONS MAY USE• TRUSSES I (2) #2 SPF 2x4 o EA. CORNER
WALL STUDS. 1/2"die X 6" EMBEDMENT ! ROOF/FLOOFI SHEATHIW I I. SINGLE TRUSS
I.L.O. I AQj HTT22, (1) PHD6 OR (2)
I PHD2's IF PHD2'a ARE USED, MATCH I __F = �- CLO. 4x4 POST. (3) #2 SPF 2x4'S i I
I! O CORNERS DIREC'RY BENEATH
EPDXIED ALL-THREAD RODS w/ I FOOTING(SEE TYPICAL WALL SECTION) HTE76 ATR SPECS. IF OVER 1st FLOOR I I
I !Y' 7' ! BEAM WHEN fix6 IS REQ'D. BRACING NOTES:
WALL SHEATHING PER TABLE 2"x2'xt/8" WASHERS ® 24"o c. - -� l f�
BEAM, STRAP lO BEAM r/(3) CS76's 2X4#2 SPF LEDGER I, I i; I 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACNG LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O.
SEE SILL PL SHEAR CONNECTOR w/(4) .131 X 3' TO I I ! HTTi6 &5/B'kt5-1/2' EME3ED i I 2• SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR 1
(3ply END POSTS REQURED). ; EPDXIED ALL THREAD O EACH
MON0IJTHIC-STYLE FOUNDATION SCHEDULE ON S-SHEETS EACH INTERSECTING 1 1 ----. I) APPROPRIATE BRACING DETAILS. THE let USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE -FLORIDA DESIGN
SHOWN. SEE SHEET ST2 F WHEN USING WOOD*Tie RODS. E SWB - SPECIAL SHEARWALL DETAIL I TRUSS MEMBER - I {3) .137x3 - --- -OgALTERNATIVE AS SHOWN oN cE4TER TO CLAIM A ;100 GIFT CERTIFICATE.
APPROVED FOUNDATION NAILS O EACH -STRUCTURAL PLAN. f
USE WHEN BOTTOM f! 3. BRACING LUMBER SHALL INTERSECT TO VIERS OF THE BRACED TRUSS AT LOCATIONS INDIt:ATED AS CEDING E3RAgNG ON THE INDIMDUAL TRUSS I
ST1 NOT TO SCALE ! CHORDS ON ;i TRUSS OR i I DETAILS PRODUCED BY TFHE TRUSS ENGINEER. i�
TYPES/STYLES. i l ! LEDGER TO I I �
1I DIFFERENT HEIGHTS !I BLOCKING. I 4. ALL FAS7ENER5 SI10WN ARE 137x3'NAILS.
I ON OPPOSITE SIDES 1 11 BEAM-STRAP PER N/STI LION 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. II
YPI OF WALL ! II 7/16" A.P.A. OR TECO RATED I 6. REFER TO SCSI 1-03 Fqi ADI)ITIONAL PERMANENT TRUSS BRACING INFORMATION. .I
A 1 E- - - C- - --- ---------- -- -- -__- -- - , SHEATHING W/6•/12•a/� Bd Ii R PERMANENT ROOF & FLOOR LATERAL BRACING
srl NOT TO SCALE !I 1 (4) .131x3' TOENAILS 11 I i NNUNG- 4 SIDES I
�'2x4#2 SPF BLOCKING O I O EACH BLOCKING ' $rl NOT TO SCALE i'
------- ----- ---------- -------------- A ( SHFAIHEDING/POST I SPACING TO i6ia/c Fq2 )Xl EXTERIORPWALL II ! 'T. BEAM ABOVE ---- _- --_--- - - - ------ ,.---
. SW2 AND 12' o c FOR ! 1
LOW-CARBON STEEL NUT FOR rill � I � _ ROOF SYSTEM - i i - -'-- -- , Ste• ! i I **WHEN THE HORIZONTAL DISTANCE FROM THE T.��4 IE2 SYp OUTLOOKFRS- I
ATR ABOVE ROUND 'FENDER' I_° //� CONNECTED lO WALL ! I - r? I. iI Ii PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGSs 16•• O 24•o/c W/ '!
WASHER ABOVE 3•x3"x9/64' � I, I % � PER STRUCTURAL I iI I
1 ! _ EXTERIOR WN1 i (1) HS OEACH OUTLaoKER TO TOP I
SLOTTED STEEL WASHER. ROD TO /�� 1• DETAILS• I ! ! 1 TRUSS IS LESS THAN THE MINIMUM ON-CENTER
/ I j S W (TYPE) I I ! !I SPACING INDICATED FOR THE 'X'-BRACING. A CHORD OF GABLE TRUSS OR END
BE POSITIONED SO THAT SQUARE = I MIN. 7 16' THICK 24 16 SPAN INDEX APA- OR I` BUILT-UP qR BOXED COLUMN MAY�F SINGLE'X'-BRACE AT THE PEAK MAY 8E USED WALL TOP >. i I w
WASHER CAN BE TOTALLY / ��- ",--- !I I / ( / ) I I--- DETAIL TO BE FO LOWED AT ALL LOCATIONS WHERE I I t SED IN LIEU OF 4x4 OR 6x6. !! I I w
SUPPORTED BY TOP >. 1 r ` 1 i I ( TECO-RATED WALL SHEATHING ATTACHED TO ( AND THE OTHER (OFF-PEAK) 'X"-BRACES MAY - OVEREIANGS i6=>24", O i6'o%
FRAMING MEMBERS& BLOCKING PER TABLE BELOW EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. BE OMITTED AT THE CONTRACTOR'S DISCRETION. I I
ADDITIONAL ROW OF 8d I TORQUE NUT ABOVE WASHER TO 30-35 (I I I BLACK ALL UNSUPPORTED PANEL EDGES W/,MIN. I I i I- .BOXED CQLUMIN DETAIL .. /
NAILS O 6'o% TO DOUBLE v /�
> - E)GT WALLS ONLY FOOT-POUNDS AT TIME OF INSTALLATION 2x4 BLOCKING. K SS BLOCKING DETAIL I - (2) H5 OFA A QUTLOOKER TO Top FA ALL�ROOF SHEATHING Ij �/ I 11*'
(STAGGER NAILS BETWEEN / ' (AFTER EPDXY CURES}. I 2ply MIN. STUD END POST(PER i STl NOT TO SCALE FASTEN ALL ROOF SHEATH G CHORD OF GABLE TRUSS tXR END V '
F I I 112x4 BLOCKING AT ALL ROOF TOP >.
'C E STRUCTURAL PLAN)O EACH END OF,I I ! SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w/8d ALL SUPPORTS w Bd 1,
ROWS). SHEAR-WALL U.N G. SEE DETAIL D-S ! STl I 4'-0" OF CABLE WALL NAILS O 4'o/c 2x #2 SYP BLKN'G BTWN - NAILS O 4"0%_
/ j ;OR ATTAOfIENT OF T PLYS. I 1 :� .... ------ 53 'T ----- - -- - OUTLOOKERS w/.131x3' -.-- --- -. -- :.,-T- -1-1 -
"INDEX' SHEATHING 1 Y C' -- I - -- ---- ------._- 1 I:
FROM BOTTOM ( SHOE PLATE �, h I t 2 WOOD*TTI -� -- ---_. ! L TOP CHORD or TOP > _ P, I
s a *ATR MAXIMUM OUT-OF-PLUMBy TOE-NAILS O 6'0% TO j!, !)
TO CREATE MIN. 1` OVERLAP i TOLERANCE: A PER FOOT OR 2' PER 1 !I
ONTO DOUBLE PLATE O TOP FLOOR LEVEL - WHICHEVER IS LESS 5-1/2'MAX ! HEADER PFI,STRUCTU ! i OUTLOOKER .I,' �_ E U " ♦►
/ 3 .731x3' TOE-NA{LS
U.N.O.
WOGO•Tb ROD I i I k „ DROPPED (-3-X1•) TOP C;FIORD ; 4*
OF WALL. C; �� 'M 1 BLOCKING-TO-T/'RUSS 4 2x4 THING GAT ALL ROOF
KING-SND ASSEEAEWY PLAN OR TRUSS LAYOUT +i SHEATHING PANFl fDGES VAiFIf)I
E:' ! 11 J I 1: #2 SYP DBL-1 ! OP CH -_,• a'il 2x 'L' OR 'T' BRACING ON VERTICAL 'I _
n I - ! WOOD TIE RC�PER AT OPENINGS MAY SERVE . 4'-0' (E GABLE WALL _... -_- _ -- ------- --_-_- -- ---- - ------
I !` 1 ROW Bd NAILS O , I !. !! STI !1 !! TOP >
1. MN O ! / ,, WEBS AS SPECD BY TRUSS ENgNEER.
9 1 AS tT1D POSTS AT 1 I- - __ -__ -- - r 2 t4 O BTM TOT MIN. 2x4 #2 SPF O MAX. 24 o/c w/ (3) i I - 4W
s•a/c 7o T�> I! -- _ _ 13�K�rro-rnu CONVENTIONAL OVERFRAMINGCONSTRUCTION NOTES
_ ExL i I j I SHEAR-WALL ENDS r I
WALLS ONLY. APPLY SHEAR _- ! I 1 1 I (' w (3) .731x3• NAILS .131x3'NAILS O 8"%FROM BRACING �1 I
WALL EDGE NNUNG PER I =--= -� I I j INSTALL DBL 2x --_ (2)MSTA24 W/(9)1 OM/ 7 --NAILS PER END. TO WEB. ABSENT OF SPECS) ON !
Y
' HOLD-DOWN AT EACH I I I .. i'!" III I BLOCKING IN ! :* .-_- EACH END OF EACH I
2x #2 sw DauBLE roP >A .r '1 RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS ® 24" 0/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3" TOENAILS. w
E/STI WHERE REQUIRED. 1 iI OF SHEAR-WALL, PER 'I 5-1 2 AX --- TRUSS ENG..REFER TO•EXT. WALL !
1 I ! INTERMEDIATE SHEAR : ! 1 FIRST TWO STUo 1 BEAM TO POST. II i I - S,.OPE TO MATCH ROOF PITCH. VALLEY NAILER - USE ONd4 SIZE LARGER THAN RAFTERS AND ATTACH TO AL1 INTERSECTING TRUSS TOP CHORDS w 4 .131x3" NAILS.
I I ASSOCIATED TAB.E. � " I !� !I i' '' SPACES,MATCH I I I 2x4#'2I YP 'U('&RACING. LOCA O PEAK &SPACE , STUD SCHED" ON STRUCTURAL ! !! !! * / ( )
' I 1! SYSIE -A BOOR I FASTENERS, PER DETAIL !t I I i 1! I ADJAC T EQl1ALL EACH WAY AS SHOWN BELtNN. EXTEND`X' j DRAWING• USING WEB LENGTH/HEIGHT I 2x STUDS CtINRN0005 FROM FLOOR RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES ® 4' 0/C (MAX HEIGHT = 6'-3` ). w
LOW-CARBON STEEL -�'D I -- I III RIDGE CRIPPLES - 2x4 2'SPF 0 2' O C MAX HEIGHT = 6'-3"
70 MULh-STIM I A/STI TABLE. 1YP. I j j I I FRAMIrgd. PER
BEAM ABOVE 9RACES INWARD MIN. 8'FR011 GABLE WALL AND I_L0. >HEIGHT. OWBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > # / ( *) w
I ! 1 THREAD w/MIN. NI -_ -_ ----- -_I OULD14M arax I! - H ;i !I SIZE/G)tADE/ w T wJ(3) .13ixi' ! TRIPLE'L'a/Te" AS l Qu1RED TO ;1 ASSEMBLY(O OUTLOgcERs). SEE ' *DIF 1x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS ® 4" OJC (MAX HEIGHT = 9'-10"). I
THREAD ENGAGEMENT - ATTACH 1D 2x4 VERT OMID-PON
FROM EACH WOOD*Tle � ;I , !I I SPEgESI FROM PT#2 SYP 4x4 POST NAILS FM EA SDE OF"X'BRACING. MIN. (3) EVENLY MAINTAIN MAX o% SPACING YWHEN I 1 STRUCTURAL PUW. I *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS 0 4" 0/C (MAX HEIGHT = 11'-2"). w
ROD. (OPTIONAL �' ! I STUD $t�HEDLILE. l T1ffS11 I _COLUMNS TALLER THAN 10' OR I ">r BRASS PER GABLE END. WEBS EXCEED SPACING SHOWN ON I I j i IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD 1 2x4 2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w 3 .131x3" w
L(X:AIE AS REQ'D) it ! � i I I' ! I ! i I ! 1 ,�, MAX. 'X' BRACE SPACING:..., TOP CHORD GABLE R II ENGINEERED ROOF TRUSSES Q$� O # / ( )
INTERMEDIATE SIL FASTENERS, PER SILL > I I THOSE SUPPORTING ENGINEERED . TOE-NAILS TO EACH TRUSS TOP CHORD.
!! I 1/2' die. ,! I 1 <y(2 PITCH - 8'-0"o/c '^r TRUSS Z i
!l SHEAR CONNETOR SCHEDULE ON S-SHEET(S). ( , (2)MSTA30 W/(24) tOd WOOD PRODUCT: USE PT#2 I CO VENTIONAL RAFTERS/JEST. i I
I i I WOOD re RODS - JVdia. � __ --E I! WOOD*Tre I ;!I NALS NAILED TO PLATES I sw sxs posr. (u.N.o. oN I 112<R2 PITCH - 6'-0`0% 7 1s" TH1Ct MIN•) APA- ATTACH CRIPPLES TO RAFTER OR RIDGE w/ (3) .131x3' NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3" TOENAILS.
A307 THREADED STEEL RODS U.N.O. 1 I � RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS).
('ATR•) LOCATED AT TRDTN'L MTL CONNECTORS WOOD*Tie ANCHORING RODS I I I I ANDSOOK{LL oN INSIDE I I STRUCTURAL PLAN) _ --- / ( �
(, k, ,I TECO-RATED WALL SHEATHING. I, �;+, ; � ! (,_!
I I I --- -- -, MATCH NAIL SIZE/SPACING I }� --_ V _-_ __1i _T NAIL RIDGE ENDS TO COMMON TRUSS ® ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .131x3' TOENAILS. , W a
cPENINGS EACH SDE OF EXTRA ROD REQ FOR SHEAR-WALL HOLD DOWN IN i!I I ! i! I DESGNATm FOR WALL BELOW I I! BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1.
I• O'ENINGS LARGER TIHAN 6', i ADDITION TO ANY RODS USED FOR UPLIFT. I I i GABLE. BLOCK ALL PANEL EDGES. _
c I I j
I - -- -- - - -- _---
I 2x4#2 SYP LATERAL BRACING - -
"INDEX" SHEATHING t/2' FROM '- TATE AND 6'0/ {EXT. WALLS) or I I , I' i I I , ., Ii w !I I BALLOON FRAMED S jFW_VOL FOR_V1W&P i V_-
BOTTOM OF SHOE PLATE FOR 1 SWI-PLATE 4'0% (INT. WALLS) I 1 POST TO SLAB CONNECTION WITH I /(3) .131x3" NAILS INTO EACH
MgSTURE PROTECTION AND TO - ! SHEAR THEREAFTER. SEE DETAIL !I I !I! !j i I BEAM ! i -ABU44 OR AE AJ66 W/(12) 16d I TRUSS BOTTOM CHORD. MATCH II CONNECT END OF LATERAL BRACE TO a BALLOON FRAMING MAY BE USED WITH i s PATTERN FOR ----_-== 2x #2 SYP CONTINUOUS ! PATTERN FOR 2x4 #2 SYP •CATS'O
CREATE MIN. 1' OVERLAP ONTO 6; CONNECTORS - I F/STI FOR USE AT ENDS OF I I 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGMENT i I! I I! i ABOVE &AiR OR 7 HTTYfi &AiR. I SPACING &LOCATION OF !' !1 BOTTOM C-IORD QF GABLE TRUSS w/ lE1mER ROC' TRUSSES OR CONVENTIONAL ;:' SPECIFIED SW(BEL T,-` FROM TOP >OF I SPECIFIED SW(BEL tX. 12"0%ATTACHED TO
DOUBLE PLATE O TOP OF W SEE TABLE FINK SHEAR WALL SEGMENTS. AIL SPACING !j j I i i �MEtlt {) ;I ADJACENT'X'BRACING j (2) H25's HS'a oR EQ. FRAMING. IN EITHER APPLICATION• WALL I AT SHEATHIN T(#iQ OP SHEAR-WALL TO ADJACENT. AT SHEATHIN TOP I i TOP >'S W/(4) 72d Qf V
OUTSIDE FACE OF SHEATHING TD APPROVED 47 SHEAR-WALL tel-FLOOR SPEAR-WALLS 2nd-FLOOR SHEAR-WALLS I I ,III 1'I !I i FRAMING SEEd�BE CONTINUOUS FROM THE :i CHORD OF INDICATED PARALLEL TRUSS ADD .131 CHORD OF I DICATED i j COMMON NAILS&
FASTE7NERS AND I DESIGNATION ! I I ' TRUSS CONNECTION. ATTACH TO EACH
BE 'FLUSH' W SLAB EDGE. - 2x STU05 CONTINUOUS FROM _ j
/ _ SPACING. PANEL PANEL 7ftADITIONu WOGX)*Tla TRADIRONAL WOOD*TTe i 1 :! !! :! I; ! I
li ATTACH BOTTOM CHORD OF GABLE (FLOOR BELOW TO TOp PLATES IMMEDIAiELY TRUSS COINECnoN. x 3'NAILS FROM TRUSS BC 1 b- O
I ! 1, !, I I - FLOOR SYSTEM lO BOTTOM CHORD TRUSS TO TOP >ASSEMBLY w/ i IIUNOERSDE OF 1HEO1TI OOKERS A80VE A TO 2x AND FROM 2x TO I II �3J10dNCOMMON W/
EDGES FIELD HAFiDWARE RODS HARDWARE RODS !I . I _ !1 it -J
_ -_ ! ( �--r, -- --V, _ ! i j OF GABLE TRUSS. SEE .131x3' TOE NAILS O 6"o% & EITHER TOP >- MATCFI EDGE I (! ( ) L
FASTEN STUD PLYS GABLE TRUSS IS USED. IT MAY BE APPLIED TO I TOE-NAILS
_L__ , - SW WALL SEGMENTS X-15'LONG WALL SEGMENTS > (2) CSt't's ACROSS WALL SEGMENTS > i 3 STRUCTURAL PIAN. MSTA12 STRAPS O 48'0% qt L1P4 NAMING PATTERN FOR
1 N EDaO D / / - ' TOGETHER PER DETAIL 1 f �ECFIED SHEAR-MINI. 2z , x
8"o c 12'o c NONE REQ'D. WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE ! I I PLATES O 32•o a !` TME INSDE OF THE WALL STUDS AND THE EI G Q
SIMPSON 'AT' ACRYLIC TIE ~ * SEGMENTS <15'LONG (1) REQb. WALL HEADER OR STUD REQ'D. WALL ! ! D-STI. ! t i\; ) i ,,:y I / % ATTACHED TO EACH SND WITH (3) .131 X 3• MUST MATCH OR EXCEED I ENG. TRUSS - ENG. TRUSS
( ) z �o ! II PLATFORM FRAMED ENG. TRUSS -
2-PART EPDXY• INSTALLED _,,L w ._i %' FOUNDATION - Fiil'16 OR (1)PHD2 SEGMENTS < 15' COLUMN BELOW w/ SEGMENTS <15' !i I'I! I 1 1 , \� !i •5,L AND THE T.C. TO THE TOP PLATES w/.131 X LENGHT OF SHEAR-WALL. 11 W
PER MANUFACTURER'S _,M • ¢ MONOLITHIC-STYLE ARTIALLY c .o c LONG• (1)Jrdia lot FLOOR LONG: 1 J�'dia !! I j i !j j I !I !! !! •• BOTTOM CHORD OF CABLE TRUSS MAY BE ,' ;+' 3" O 4"o%IN (2) STAGGERED ROWS. '°'
4- V - FOUNDATION SHOWN i NCLOSID 6 0/ 8 / O i ! I1 �1' SHEAR-WALL- CONSTRUCT/ 1' SHEAR-WALL - CONSTRUCT Q
INSTRUCTIONS. w - 3 WOOD* ROD HOLD-DOWN AT BASE *TIe ROD I I I I I!I: ! I1 4-` !, POUTING SEE 1 FLAT, SLOPED. OR COMBNAl10N THEREOF. IN / IF tet OUTLOOKEER IS PER SPECIFICATION. EITHER 11 PER SPECFlCAl10N. EI1H II '
07, - 1 i FO2 CLARITY• SFE SW2 (1) HTT18 AR(/)PHD2 (1)}4'da i! I _-- ( I INSTANCES: VERTICAL WALL FRAMING MUST /" i 32' FROM FASCIA OR BOTH SIDES) MAY BE OR BOTH SIDES) MAY BE h! it w
SHEET ST2 FOR ! (2) CS16'#ACROSS (1)Yt"die L __ - FOUNDATION PLAN FOR 0 TOP J 2x NEED NOT
w O w -. - -----i EINCLOSED 4'o c 12•o c W000*Tie ROD FLOOR SYSTEM TO WOOD*Tm ROD ----- -.-._.- -_-._-. -------------- CON ESCTEDETDQ BOTTOM CHORD AE30VE ="I BOARD. DOUBLE 1st ;'.. SHFAIHEO. ;,i EDGE OF SHEATHED. Ii ! / '� m
APPROVED FOUNDATION / / 1 - , SIZ i BE CONTINUOUS FROM FLOOR BELOW T BE FLUSH NTH EDGE I V rr
N TYPESJSTYLES. HEADER OR SND p, _'i WTLOOKER ONLY. i " OF TOP >. : I!. !; i W
F' COL BELOW w/lot 'i I; 1 I I Y..1
a g i aTIpgp 4'o/c 8'o/c FLDDR HAD-� I i I N PORCH POST & BEAM i I II I THIS DETAIL PROVIDES AN ASTERNATIVE METHOD OF ATTACHING A j THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A D M
U i AT BASE I! M CHANGE IN PLATE HEIGHT 1 SHEAR-WALL TO A HORIZ AL(ROOF OR FLOOR) DIAPHRAGM VIA , SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) DIAPHRAGM VIA 1 1 t
MI GE II Swl (1) HTT22 OR (1)PIIJB (1) 36"� WOOD*TIe + 1 Srl FRAMING DETAIL Ill II I i ! AN EDNGINEERED TRUSS• AND MAY BE USED LLC. FRAMING THE !""� E a
N. 2" ED ENCLOSED ROD (PATCH HTT22 FLOOR SYSiT3A TO ((1) die WOOD Tie 1 $Tl NOT TO SCALE i NOT TO SCALE II AN AR-WALL C TRUSS, AN MAY BE USED CLO. FRAMING THE 1
j 1 SHEAR-WALL CONTINUOUS THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL O
DISTANCE - _ SEE SCL-CIL. SHEAR CONNECTOR SCHEDULE a•1 3•a/c 12•a/a ;i I! s TYPICAL GABLE-END FRAMING DETAIL - U.N.O. ( SiEATHNc. THIS DETAIL IS SHEATHING THIS OETNL Is NO7 APPLICABLE WHEN CONVENnaNAL
' S-SHEETS) FOR SILL >-TO-FOUNDATION /MICE DIST•) HEADER OR STUD (MATCH HTT22 I !1
ACHORAGE WHEN USING WOOD*Tie RODS. ` w/3'x3•s)4• COL BELOW e/1st EMBED./EDGE DIST.) I�-----_ ^_._- -_-- -� -_-- _--_ -� STl NOT TO SCALE ROOF FRAMING IS USED. ROOF FRAMING IS USED_ U f/�
ARTIALLY FLOUR HOLD-DOWN w/3'x3"xY4" I FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING I! I v,
Na_osED 3.0% 8'o/c AT BASE ROUND-HOLE I I _ ___ -- _-- __ - ---- - I OP ON 1 , OPTION 2 O
1 ON CONSTRUCTING A GYPSUM CIN'G DETAILS FOR MAXIMUM o c _ _ __- v�
WASHER !! DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. / I ----- --- -- INTERIOR SHEAR-WALLS RU NG PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-WA TO TRUSS ABOVE O
i B WO D*Tie DE AILS & SPECIFICATIONS I *o MIN. 15 Bd NALS EACH END OF EACH S AP. II 1338&ESR 1046 'GYPSUM BOARD I EXTEND HEADER TO KING STUDS E ___ --_-_-.. _ -__ -__ _____._..__. _ --__------ _ -. J
ST7 NOT TO SCALE I i _ INTERIOR &EXTERIOR APPLICATIONS,'. SEE H.I.B. '91 and BCSI 1-03 I( I! I r
NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPE CdFlED 7/16' THICK APA OR TECO-RATED WALL I BBE U�VINYL-SOFFITS � WOOD TRUSS HANDIJNG,ERED ! - - - -- - I! MA1 QED NNUNG - I ROOF/FLOOR SHEAlti1NG �,J
!, KING STUDS PEIR STRUCTURAL
-' SHEATHING(XNLY IF IOENTFlED AS SUCH ON TIE STRUCTURAL PLAN_ PLAN, EXTEND ONE KING TO TOP <-� - I . „ (- : , - o , !I k; 2x4 #2 SYP NAILER TO
-- ---- ---- -- _------- ----- - - - --- - --�! 2) q'ENINtS AND/(XR PETElRAT10NS(TREATER TWW 12'x12' ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE SIRUCiURAL PLAN, f MATERIAL RAZED & INSTALLED INSTALLATION AND BRACING 1 OF HEADER. INSTALL REMAINING _ i a SPECIFIED SW(BEL j I -�F{ a Z
;I FOR THE APPLICABLE DESIGN Ij HEADER PER STRUCTURAL PLAN_ AT SHEATHIN T(W BOTTOM CHORD OF TRUSS
2x #2 SPF NG, AS REQ'D FOR RADIUSED-TOP - !! 3) TOP >SPUCES IN SWI &SW2 DESIGNATED SHEAR-WALLS SHALL 1E MN. 48' LONG w/ MIN. (24) EVENLY-SPACED 10d NAILS. I i / �kj- KING STUDS AS JACK STUDS AND - o `_ , , , . o W 10d COMMON O 3•o c. I PROVIDE FULL-DEPTH / /k / / / / I /
MIN. 7/16` THICK WALL 1 4) AT LOCATIONS WHEJtE IWN. SPECF7ED TOP>OYQQAP IS NOT A(}IEVED.ADD (2)MS7A24's {ONE EACH SN)E(X'> CENTERED ON PRESSURE'S FOR THE SPEgFlC /� F j STRAP EACH JAC( TO HEADER ON I CHORD OF It�ICATED 't6" / / �(Jf'�j N
WINDOWS, w/ ) .137x3• TOE-NAILS PER END. !' ) APPLICATION, QEL W THICK /, 1x4 SYP CONTINUOUS BRACING , - - ` T�
I SHEATHING OR STRUCTURAL H . ADJACENT TO I i EACH SPLICE:. I I (MIN.)APA- OR TECO-RATED � w (2) 10d TO EACH TRUSS i UNSHEATHED SIDE w/(1) MSTA24 �__`- �.1 11 TRUSS CONNECTION. MAX 7/16" THICK (MIN.) (24/16 BLOCKING BETWEEN JgST/ / / / / / / 1
SHEET-SIDING w/(1) ROW OF Bd 2• T >- PE72 CALL WT SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CYU WADS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING w/Ei'/6'o% DO NOT SPLICE - OVERLAP ! PER PLY. of SPAN INDEX) APA- OR TRUSSES ABOVE tat STORY /I V / / / / " /
fI SHEAR-WALLS. ATTACH
ON STRUCTURAL PLAN. O TOP >TO-HEADER O SHEAR-WALLS WITH MINIMUM AiR EMBEDMENTS(INTO LINTEL OR TIE-BEAM INCREASED TO 12' FOR 1/2"die AND 15" FOR 5 ES`dia RODS JOINTS MIN. (2) TRUSSES ! I! TECO-RATED WALL I !
NAILS O 3'0% AT TOP OF CIX ! ) / 6d NAILING BLOCK ALL I%' 1"I'. ENG. TRUSS SHEATHING w/3'o%8d SHEATHING TO BLOCKING / / / ! / / / / /
SHTN'G(IN TO TOP >) AND AT I MAX. 32"o/c. !, 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-W ------ �-NAILING BLOCK ALL
BOTTOM OF SHTN'G (IN TO HDR.). j ALL THE WALL MU57 BE CONNECTED TO THE DIAPFNtAM UNSUPPORTED PANF1 EDGES �' -�, EXTEND BRACING TO END OR I a -
/ 16' MIN. FOR t STORY !1 w/8d NAILS O 6'o/e AND DESIGN RW
ABOVE. REFIER TO DETAIL W/STl FOR OPTIONS. i! !" - ��_ .BRACED WALLS&ATTACH. �„1 cl„ 24' MIN. FOR 2 STORY ! ATTACH SHEATHING UNSUPPORTED PANEL I BLOCKING TO TDP PLATE / / /', / / / / .)` /
i� .. �� ;, I'; FASTEN SHEATHING TO HEADER W/ ! w p.13Yx3' TOE NAILS O
NO ADDITIONAL>-TO-HFJIOER i !I ! _ �I c c. -• TO NAILER W/Sd - EDGES r 2x BLO(](NG. / - ----
CONNECTORS REQ'D w/TRUSS II i, -I !I ' ii ed NAILS IN 3' GRID PATTERN AS !I COMMON O 3•o/c. / 4"0/C IN (Z) STAGGETRD i -- 7?--- DRAFT RW
UPLIFTS ,1,000�L FOR HIGHER
131x3• TIDE- aR F TYPICAL SHEAR-WALL ASSEMBLY DETAIL SHOWN & 3"o%INTO ALL FRAMING
UPLIFTS USE CONNECTIONS AS jI T o c 5d COOLER �I
-NAILS DIKING-STUD 1 i /7" / MEMIBERS (STUDS• BLOCICIN0. AND i SHEAR-WALL - fX)EISTRUCT RDWg, !I
ST1 NOT TO SCALE ������ ) I! PER sPEaFICATION. 1
SPECIFIED ON STRUCTURAL PLAN. - -____ ___ _ �_ TO HEADER. 2x6 HDR. !I NAILS OR #6 1-Y4 1, IE CONTINUOUS BRACING tS !I FASTEN TOP PLATE TO SILLS) (TYP. !,I', *' IF THE INDICATED .I ATTACH SHEATHING SHEATHING BE ON OPPOSTE DOUBLE TOP >OF I CHECKED LAP
USE(6) NAILS. 2x8 & !I I DRYWALL SCREWS. APPLIED TO THE E34IIQM OF THE I I HEADER W/(2)R 3 EMBEDDED STRAPS ARE i I TO TOP >'S W 8d , SDE OF WALL(F BOTTOM !I
/T• ---- --- -- I' I' BOTTOM CHORE � OF 16d NAILS O 3'o c °° j°' Y !I WAIL. !!
`NANDOW EAD - APPLICABLE ONLY ,'•, 2x10 HORS USE (9) I --- ----- --- - ------ -------�I I, V •1 (,�, :I / -' , NOT PROPERL COMMON O 3"o a CHORD NAILER. ! (I
131x3" TOE- OR NAILS. 2x12&ENG. I TRUSS BOTTOM CHORDS MAY B i 1 II F 1 INTERMEDIATE(NON-CORNER) I°' CAST-IN-PLACE AT /
END-NAILS O KING-STUD WHEN wl DOW DOESN'T ATTACH i (7) w000*T1e R00 ADMCENT To I I! !i E3RACED BY ELIliEB METHOD - SUBSEWENiI Y• THE GYPSUM CLN'G ( ) PORTAL FRAME DETAIL MATCH FOUNDATION POUR, I i 1 SCALE N.T.S.
TO HEADER. SEE TABLE FOR WOOD HORS USE(72) !! II IS ATTACHED TO THE BRACING I;. I, THIS DETAIL FROVIOES ALTERNATIVE METHOD OF ATTACHING A
TO HEADER. 2x6 HDR. USE STUD POST F PORCH BEAM IS THE CONTINUOUS 1x4 BRACING ;, 1 I TYPICAL SEE STRUCTURAL ,•.,�! ,.;�; THEY MAY BE 'i TRUSS-TO->CONNECTOR: I i! I!
(6) NAILS 2x8&2x10 SIZE & NECTION S. NAILS.. I RATHER THAN DIRECTLY TO THE SHEAR-WALL TO A HORIZ TIAL (ROOF oR FLOOR) DIAPHRAGM VIA I DATE 3.11.2012
0
( ) CONVENTIONAL LUMBER(2x8. 2x10. TOP PLATE MAY BE NOTCHED TO (SHOWN AT RICHT) OR THE RIGID ! JAC( STUDS PER MAX FOR ADDITIONAL INFCIRMATION, is 1 I REPLACED WITH HTT22 s SFE TRUSS SCiEDUIE I j
___ _ , TRUSS) THE MAXIMUM o%SPACING I; HEIGHT CONNECTORS, ETC. (� l"j, « 1' AN ENGINEERED TRUSS, MAY gE USED CLO. FRAMING THE !1 !
2x12• ETC/ (1)WOOD*TE ROO ALLOW PORCH BEAM TO BE LET IN TO CEfLING DIAPHRAGM (SHOWN AT av
HORS USE (9) NAILS, 2x12 ____ _ () i! `VI STRUCTURAL PLAN. �- ,^I 1 SHEAR-WNL CONTINUIIU TO THE UNDERSIDE OF THE HORIZONTAL I TYPE(DTL A/STI) ! I I
1 MSTA-SERIES STRAP OF THE BRACING IS 24'.
&ENG WOOD HDRS. USE _--_ 1- - ADJACENT TO EACH SDE OF POST F WALL PROVIDED THAT(1) 2x4#2 SPF ( LEFT). 1I STRAP TO HEADER ON 10'-1 _ n1 1 ! !
((������ �G r - - O E;AGi JACK-STUD TO I' poRaH BEAM IS EN(i/mRED LUMEBER _ POST IS ADDED TO EACH SIDE OF I UNSHEATHED SDE w i 8 - I **EMEIEDDED STRAPS j I SHEATHING. ThUS DETAIL NOT APPLICABLE WHEN CONVENTIONAL I STUDS SHEAR WALL --� `I JOB NO. STANDARD
WOODe ANCHORING RODS, P INTER EDIATE WINDOW HEAD - HEADER. 2x6 HDR. USE ;I / / FOR A PANEL SPLICE(if needed), ROOF FRAMING IS USED. ; /
72' STRAPS 2x8&2x10 (L� LVL PSI, ETC) PORgI BEAM( TO SUPPORT TOP >. IN I! G�SUM (.`LN'G DIAPHRAGM METHOD �QNTINU�U,� WOOD BRACING METHOD (1)MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED, ! !' ! MUST BE INSTALLED w/
DETAIL B/ST7, EACH SIDE OF APPU ABLE w DETACHED ADDITION, 1 WDOD*Tie ROD SHOULD l &OCCUR WITHIN 24"OF #4 FRAMING PER PLAN
() ,! i' ADDITIONAL PC. OF I
EACH OPENING, WITHIN 2' OF TRAM (S) ONLY. SEE TABLE HORS USE 18' STRAPS, ii \" BE INSTALLED TO EACH SIDE OF Ij (REWIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN I MID-HEIGHT OF WALL c i REBAR PER SIMPSON 0 � N I� I SQ.FT. DETAILS
JACK-/KING-STUD ASSEMBLY. 2x12 & ENG. w000 HORS. �- PORCH BEAM AND 1 MSTA24 SHOULD i:1 USED WITH 'PARTIALLY ENCLOSED'BUILDING TYPES) 7/t 6' THICK (MIN.) (24/16 SPAN i,1,1 I.!>, INSTRUCTIONS. - - -0 i!3 INiERIUR ORE ILLS RUNNING
FOR ZE & CONNECTION{S). USE 24" STRAPS. I I () I INDEX) APA- OR TECO-RATED 16" MIN. FOR 1 STCXRY I�!�I �! II INTERIOR SHEAR-WALLS NNING PARALLEL TO TRUSS ABOVE PERPGNDIWIAR TO TRUSSES A[40YE W/HEEL OR -;; � -
> .
I �,\ �� BE ATTACHED TO(1) SIDE OF EACH I' I; WALL SHEATHING. BLOC( ALL �.. I Pr Engineer:
(1) SPH4-6-8 CONNECTOR \� -- '1;,:_ TOP >CENTERED ON THE JOWL 1 I 24' MIN. FOR 2 STORY I„o -.,I 1 VERTICAL WEB 6' TO t'-6'.
J CIC- &KTNG-STUDS) I �• P TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS ,; UNSUPPoftTED PANEL EDGES w/ ,.,a'' I! STHD14q,1 SHOWN I'
CALLWT ON O SIiiLaYE JACK-STUD TO -! �.\ ' - ----------.- --- --_ - -_--
UCTURAL PLAN. OE>• USE(1) LTi208 I \ '' iTl NOT TO SCALE 2x BLOCKING. HORIZONTAL I
O CIE>.F JACK-STUDS TO S BEAM MAY 8E NO \\'I � j APPLICATION REQ'D w/STUCCO t/2• de. ANCHOR BOLTS ! wrence ine Q
- 1 ! W 7' MIN. EMBEDMENT& ; ! IAPPLI�O N WITH !
AROUND TOP PLATE PRO\IDED ,_, ! _ _ EXT. FINISH. /
WIN OW SILL- SEE TABLE FO FOUNDATION. USE t ---- ---- ---- --- _
II SEE ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT, ALONG WITH
!; I) #5 HORIZONTAL.
ASSOCIATED DOCUMENTS, IS AN
Ij 4" CONC SLAB W/ 6X6X10/1O WWF if I INSTRUMENT OF ENGINEER'S
!i SEE ST1 FOR VERTICAL WALL CONNECTION. '! OVER 6 MIL VAPOR BARRIER OVER !; I! SERVICE FOR THE EXCLUSIVE USE
CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): !' 5 HORIZONTAL. AT THE PROJECT TITLED HEREIN.
I! 4" CONIC SLAB W/ 6X6X10/10 WWF I'MAY BE USED ___ - ----------- it #5 DOWELS ® CORNERS & 24 o/c #5 HORIZ. 6" FROM END ! # INFORMATION DERIVED FROM THIS
OVER 6 MIL VAPOR BARRIER OVER IIAS BRICK LEDGE ! THEREAFTER - BEND 48" MIN. OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENT, AND/OR ASSOCIATED
CLEAN, LL COMPACTED, TREATED FILL 1 ALL DOWELS ® TOP & BOTTOM,
Ii SLOPE GRADE i 0 CORNERS & INDICATED o c SPACING DOCUMENTS, MAY NOT BE USED
EMBED MINIMUM 6" INTO FOOTING / #5 HORIZ. 6" FOR OTHER WORK
(S)�' i= {1) #4 REBAR CONT. ® HEADER COURSE THEREAFTER - BEND ALL DOWELS 0 TOP & 72" (S) OR
" z SLOPE -- 48" INTO SLAB GROUT ALL CELLS END OF
co g - DIMENSIONS ARE �; 0 - PROJECT(S)_ / ( PROJECTS WITHOUT THE
I BOTTOM, EMBED MINIMUM 6" INTO FOOTING FROM
N GRADE - MiN. DISTANCES O C1=! I I-- SOLID) - _ - !_- - = VERTICALS. EXPRESS WRITTEN PERMISSION OF
4" " 1 STORY DIMENSIONS ARE _ d / 72" INTO SLAB (GROUT ALL CELLS SOLID)
I! I! #5 VERTICALS THE PROJECT ENGINEER IDENTIFIED
? Tr� -,! CLEAN COMPACTED �' ! g" MIN. DISTANCES / —i ; ; ! ! -- ! ! !- BELOW.
Z ao SAND FILL _ ! -_ {— 2 STORY ® 24" 0 C -
- - -- - --
I _
! ! - d REV DESCRIPTION
' ** �- Z - !—I I ! - ' I � ' i_i ii .,�,5 VFRTICAI S l� o/r SPRING
it EMBEDDED STRAPS g • I (TYP. HORIZONTAL I ! j +—+ ( ; -I - i ! ! ! ! ! ! I -
-! - -- - TO 12 COURSES: 24"o/c
W/O BRICK MUST BE INSTALLED w/ I! (TYP. VERTICAL REINFORCEMENT): #4 DOWELS 0 !! REINFORCEMENT): (2) ! ' 13-1/2 -
- 1 --- ADp CLEAN FILL AND COMPACT 12 < COURSES: 16"o c I I
!SLOPE OF 1 ADDITIONAL PIECE OF #4 it !! CORNERS & 48"o/c THEREAFTER - BEND ALL I I,: / _
!)GRADE
S REBAR PER SIMP50N -i!1I' / W1.7(MW11) LONGITUDINAL I13-1/2 - ! -- -
3 I'I DOWELS ® TOP & BOTTOM, EMBED MINIMUM 6" ! _ �N ? (MP�C.J LIFT. < 15 COURSES: 8"o/c 2
(�•) W BRICK INSTRUCTIONS. ** -_ ! ;! WIRES SPACED 0 16" 0 C.
i! !1! --!i INTO FOOTING /12" INTO SLAB (GROUT ALL PROVIDE HORIZONTAL 11 ! I I- i !— -i ' I 8" CMU; FILL ALL CELLS SOLID. -- I
* CELLS SOLID) 11 !_' I ! - _-
MAX. STEMWALL HEIGHT: 5 REINFORCEMENT WITHIN 16" j !, w/13,000 si GROUT. !-
1 STORY FOOTING SIZE j; ( ) li I 1 I ( , ! !- p I— ADD CLEAN FILL AND COMPACT
1 STa2Y FoonNc sIZE OF TOP AND BOTTOM OF
W/o BRICK 12' WIDE w/ (2)#4 OR (2)#5 CONT. I' 8" COURSES. FOR WALLS > I� I—I ; ; _ (l 4 -
W/ BRICK 20" WIDE (INCLUDING LEDGE) W/(2)#5 OR (3) # 1 W/O BRICK 16"x10" W/ (2)#5 CONI OR (2) !I MASONRY STEM WALL. I -j j IN 12 (MAX.) LIFTS.
11 (5) 8" COURSES HIGH USE W/ BRICK 20"x1O" W/ (2)#5 CONT. OR (3) II I ; , —_
2 STORY I DETAIL 1A ST2 OR 1B ST2 LAP ALL REiNF02CEMENT MINIMUM 401I_� !_
W/O BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 / / 2 STORY i 8" CMU; GROUT ALL CELLS 11 ! DIAM ERS AT ALL JOINTS. I ! The
DEPENDING ON WALL HEIGHT. w/o BRICK 20"x1 o" W/ (2)#5 CONT. OR 3) # #5 HORIZ. NEAR MID-HEIGHT. I� CASTILLO
W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) # ! W BRICK 24"x10" W (3)#5 CONT. OR 4 -
/ / � ) # j� SOLID. MAX. (10) COURSES. ji I I_
TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL I
G
ST2 I; ADD CLEAN FILL AND COMPACT (TYP. HORIZONTAL II - 1 #5 HORIZ. ® EACH
I' NOT TO SCALE REINFORCEMENT): (2) 4th COURSE
11 NOT TO SCALE --- �� - - -. - -- -- -_ � IN 12" (MAX.) LIFTS. -_! I j _i it W1.7(MW11) LONGITUDINAL -I 1 - -- Group
-.__ _ _ __ ---.- --- ---- ------ - Il `j I i_ WIRES SPACED O 16" O/C.
11 AMA&Cap—tion
STANDARD FOOTING SEE DETAIL BELOW
** EMBEDDED I - I I—' li PROVIDE HORIZONTAL 1 _
STRAPS MUST BE SEE ST1 FOR VERTICAL WALL CONNECTIO! . -- j I Imo; I !--- REINFORCEMENT WITHIN 16" OF - Designers
i I-- I -- _—' I --' TOP AND BOTTOM OF ! - Engineers
�i —, II ; , ; gl
INSTALLED w/ rJ 1 !I * MAX. 2 COURSES -- i -=j ! -__12 d. X 24"w. 2,SOOpsi CONIC. 6 oRoosevekBlvd
/ 5 1/2" WIDE CONIC. SILL TOP AT MAIN i MASONRY STEM WALL.
ADDITIONAL PIECE �! SEE ST1 FOR VERTICAL _I % -• _ 5
OF 4 REBAR PER SLAB LEVEL TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL I I I iI FOOTING w 3 5 REBAR EXCEPT
u WALL CONNECTION.
j _ i j --i i i i - A STORY(WITH BRICK, USE 12"d acksonv ,FL3zzg4
VARIES MAX 7 1/2" (HEIGHTS EXCEEDING li
SIMPSON " (1)#4 CONT. IN SOLID GROUTED I j —� III i - ! I i ! - / O # FL CoANo.2 i
INSTRUCTIONS. ** WIDTH BY MORE THAN 2 REQ ADDITIONAL - I X_3Q"w. w 4 5. (�o4)r�Z oo T
ANALYSIS) U-BLOCK COURSE —i -' i I--I --I I 905
I; + -
TYPICAL SLAB I - aif
4" CONIC SLAB W/ 6x6x1O/1O WWF �! i
(5 EE j _ I I
c� OVER 6 MIL VAPOR BARRIER OVER '! -
m o CLEAN, LL COMPACTED, TREATED FILL ;! VERT.
La it REINF. 1 STORY FOOTING SIZE
—I iI W O BRICK 1fi"x10' W 2 4 CONT.
o SLOPE / #
W GI = I ! W/ BRICK 20"x10" W/�3�#4 OR (2)#5 CONT.
�jLJ m o GRADE SIZE/REINFORCEMENT W/o BRICK 20"x1a" w/ (3)#4 OR 2#5 CONT.
wQ 5' i i PICAL FOOTING - SEE 1/ST2 FOR I 2 STORY
CLEAN COMPACTED , ;I,_ -I - -, _III! I! S
W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT.
z SAND FILLif
• • -
., I_- 1.
ao N ___ I' !I li
TYPICAL FOUNDATION II I
it
i! - 11 it 1B 10<15 COURSES STEM WALL FOUNDATION
I, Ilk1 ST2 FOR STEM WALLS WITH 1015 COURSES & GW, GP,
j IMENSIONS ARE -
SW or SP SOILS to 30# PSF LATERAL LOAD
IN. DISTANCES I! ! I I 1A 6<10 COURSES STEM WALL FOUNDATION
j1 I ST2 FOR STEM WALLS WITH 600 COURSES
if l
I I �
i'' 2 FOUNDATION AT GARAGE
2 FOUNDATION AT GARAGE
I
NOT TO SCALE jj ST2 NOT TO SCALE
! 4" CONIC SLAB W/ 6X6X10/10 WWF
Ij !
OVERLAP SLAB RECESS SLAB 3/4" FOR SLOPE 3/4" X 12" ! I OVER 6 MIL VAPOR BARRIER OVER
1 1/2" THRESHOLD ` EXP. JOINT AT GARAGE DOOR I CLEAN, WELL COMPACTED, TERMITE
if
4" CONIC SLAB W/ 6X6X10/10 WWF
1-1 2" DEPTH = STUD + 1 1/4" (FROM ' ! TREATED FILL
OVER 6 MIL VAPOR BARRIER OVER
/ OUTSIDE FACE OF €LOCK) CLEAN, WELL COMPACTED, TERMITE
RECESS SLAB 3/4" FOR SGID 4" CONIC SLAB W/ 6X6X1O/10 WWF TREATED FILL i
4" CONIC SLAB W 6X6X10 10 WWF i - OVER 6 MIL VAPOR BARRIER OVER
- CLEAN, WELL COMPACTED, TREATE FILL
y OVER 6 MIL VAPOR BARRIER OVER _ - _ __ -
CLEAN, LL COMPACTED, TREATED FILL ! ! " �;I -' !;- '' _ TYP. SLAB ! SAW CUT IN 15'x15' GRID,
_ --- ------* -•--=-- I " WHILE CONCRETE
--------- ii _I_ i__ -' - i, - = -f11:T�—__ IS WORKABLE WITHIN 12 HRS OF PLACEMENT) --- --- -- --- ---
I
if 5'
I ;TYPICAL FOOTING - SEE 1/ST2 FOR II I;lf=! 'I_-- - i= -� 6 MIL VAPOR BARRIER _ ____ _ ___ _- - !
� I
SIZE/REINFORCEMENT --- _ -
II -_ - --
CLEAN COMPACTED - -,- _1 I III
• • ! _ _ - � -_ I---:I„ I -�' '' • ' ' 'i� ---"' � i
SAND FILL -
! -- — - -I )#4 CONT._ #4 CONT.
I;11 i, 12 _
• ll fill I!
-
- �i�l j -i i! Ili
' TYPICAL FOUNDATION I _
I— \
— - —
1 STORY
20" ^^
LJ
-- 2 STORY
— s
!I SLOPED TURNED DOWN EDGE s CONTROL JOINT-FOR CRACK CONTROL
3 ,, ! sr2 NOT TO SCAM 12 INTERIOR LOAD BEARING
3 FOUNDATION AT S,G.D. � FOUNDATION AT S.G.D. sr2
NOT TO SCALE
ST2 NOT TO SCALE ST2 NOT TO SCALE -
: � I •' I: NOT TO SCALE
ST2
i ii II _
II ;, HOLD HDR. BILK. 4" CONIC SLAB W/ 6X6X10 10 WWF I i�
10 OUTSIDE OVER 6 MIL VAPOR BARRIER OVER 4" CONIC SLAB W 6X6X10/10 WWF j
! / CLEAN, WELL COMPACTED, TREATED FLL i OVER 6 MIL VAPOR BARRIER OVER
_ CLEAN, WELL COMPACTED, TREATED FILL Q
1-1/2" TYP. SLAB p.=r ------- --- ! --- ---- --
_ VARIES --j--
iI 4" CONIC SLAB W 6X6X10 10 WWF _
OVER
6 MIL
LLVAPOR
ABAR IER OVER
ATED FILL j i!i I I i - Ij __�_.__ �__s___ =--� _-1 t� !I
f
! - = -6 MIL VAPOR BARRIER
+,I,! II ilf ill— _�I N 14 •�. -
5• ! = 11 IIIiII'I!I 'i =_I -:!; -ilii- - ;,_�)#4 CONT. j I'i iij-':L�= =lit
!I il'' �I
_J TYPICAL FOOTING - SEE 1/ST2 I (2)#4 CONT. it
• I '_- _ R SIZE/REINFORCEMENT
=i! 1=i1! —,!I, - III itf!I! -!II !! li -
—` - it
-_ —
TYPICAL FOUNDATION i i!j, i I I III ! I - j' 1 STORY) I I' -- j J
117101*
it
it
2 STORY
j! v
TURNED DOWN EDGE if
10it
LOAD BEARING STEP DOWN
4 FOUNDATION AT DOOR SILL ! 4 FOUNDATION AT DOOR SILL ij sT2 NOT To SCALE ;, sT2 NOT TO SCALE
I ST2 NOT TO SCALE ST2 NOT TO SCALE
j� HEADER BLOCK OR jlit
it FORMED & CAST ® STEP !� !
u
4" CONIC SLAB W 6X6X10 10 WWF
li II DOWN OVER 6 MIL VAPOR BARRIER OVER !� J
(1)#5 x 2'-0" OVER ICLEAN, WELL r
!it i 8"x8" CHASE IN I VARIES - - 77.-- TREATED FILL COMPACTED, TERMITE O v
- --- - Z
I 'r=i. - - - . BLOCK STEM l _I; _ R
WALL. I ^'
SLOPE ---------- is _I 1 I i TYP. SLAB ------ ` v w
I : - - - i _1I VARIES - !.
GROUT SOLID GRADE !i =j -
AROUND PIPE -' - " = I !
!i GROUT SOLID ii =j! DESIGN RW
if CLEAN COMPACTED -1 ,-I AROUND PIPE ,! _ !- { I; _ ICAL FOOTING i! _ I I -- j! DRAFT RW
• SAND FILL .•. !I - - i i I = SEE 1/ST2 - ':1 .- '-SLABit
-
�' =_ =,. FOR SIZE _ =j THICKNESS
TYPICAL FOOTING SEE 1 ST2
- l _ I 'I
- ;1- - CHECKED LAP
8" MIN. DEEPEN _ _ II - -- REINFORCEMENT i;
FOOTING 0 CHASE TYPICAL FOUNDATION - ' ' / I = !I i Ii
LOCATION AS REQ'D TO 11 _ FOR SIZE/REINFORCEMENT - I
�! _- SCALE N.T.S.
PROVIDE PROPER ! I_
DATE 3.11.2012
FoonNc DEPTH. NON-LOAD BEARING STEP DO*A
NOT TO SCALE JOB N0. STANDARD
{ (MAY BE USED AS SUNKEN SHOWYER DETAIL)
r I
SQ.FT. DETAILS
S FOUNDATION W,1 UTILITY CHASE !! e FOUNDATION UTILITY CHASE e LOAD BEARING STEP DOWN l: i
ST2 ST2 NOT TO SCALE --- - -- ------ I --- ST2 NOT TO-SCALE--------------- -- - -- - --- - ---- - -- } ----- Project Engineer:
tAf
I' NOT TO SCALE I,
MONOLIII-IIC FOUNDATION DETAILS ii STEM WALL FOUNDATION DETAILS �! _ - _ — — STANDARD FOUNDATION DETAILS
La n ine,�E�
I! Prof ineer
THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE rFoundation Note: Wood vertical construction shown atop foundation details for clarity. Wood, cmu, icf or other structural vertical construction FLL3cen h,
STEM WALLS FOUNDATION DETAILS. I� MONOLITHIC FOUNDATION DETAILS acceptable — see ST1 for specifics.
GA Licen c'
------ ---- ----- _----- - - - SC Lice � ;,22978
---EPDXIED ATR EXPANSION
(2) #4 DOWELS, PER TYPICAL TOP OF SLAB TOP OF POOL ` . ,
a TYPICAL FOUNDATION HOLD-DOWN PER JOINT SOOO.N.France De Leon'l
---r - T- I i!! I FOUNDATION DETAIL, CAST INTO PAD DECKING
I ' ' ! j! FOOTING OR EPDXIED W MIN. 6" j STRUCTURAL PLANS �W
1 5 VERT 0 EACH i TYPICAL FOUNDATION �u` ! , j ! _ EMBEDMENT, CENTER ;4" IN PAD i j ,AtI�USt82 FL•$
O # I I I I > .. (g94)Sid-0808
SIDE OF STEM WALL ! ! ! I !I!• - -- - FTN'G. PADS 36"x3 & L RGER: TYPICAL FOUNDATION
�j SLOPE ! ,II I i =i --- �" I ! STANDARD i
HEIGHT CHANGE HORIZONTAL #5'S 16"-20' ., - ! i ! !_ I'� I i SHEET
{ I= ! USE (3) #5 DOWELS.I ! FOUNDAT10NII <. POOL TO
- _{
" _ z GRADE ��_ j r � - � ----
op it - ! TYPICAL FOUNDATION I SLOPE ::I -�L AN COMPACTED CONT. - SEE DETAIL `�.� �� 8E
0 1 - r -_ --i! ! ! !-- E - -- REBAR T i DESIGNED
1 ! _ - SLOPE - G D � ISAND FILL ! �y � �I �� BY OTHERS.
ii • - -' I': .I!!! :. I , '.... #4 VERTICAL /,.�•'; ;,,. ::% ' -
B '' a �;, - CLEAN COMPACTED GRADE !I �-._�! I- - --_-_ - A'
II p - z CONT. REBAR SLOPE - REBAR PER :,�� �� 11 ��
.° AN ,FILL i i �—
Z
S GRADE I! ! TYPICAL
�' I- l
U J -——- -- J — I; I
ST2
ia�a FOUNDATION `� %j,�, �� . • ` :.
SEE STRUCTURAL �- -� j c? - �1 ! CONT. -�� - - - -DETAIL
M II a u> PLANS FOR PAD �� �z i v --- ------ REBAR Of
!!
11 FOOTING SIZE, �d F-a o
1 !I av- a � SEE STRUCTURAL
LOCATION & ° 0 rn 1 `
n �.. �
�!
I
a I i PLANS FOR PAD a �'�:•
J
PAD BASE REBAR SPECS. a v, RUCTUCLEAN COMPA
RAL
FOOTING SIZE, - =a ---! \.
PER STRUCTURAL PLAN PLANSSEE FOR SIZE .i �� �a ,SAND FILL ! --
I; LOCATION &
■■■■ ■
, W�
HORIZONTAL REBAR LOCATION & PAD BASE a J
I
2a' PER ST2 15 STEM WALL W f 45 CORNER DETAIL SECTION VIEW FACE VIEW SECTION VIEW REBAR SPECS. aEn
45
SEE STRUCTURAL
PAD BASE REBAR SFEC'S. i! PER STRUCTURAL PLAN PLANS FOR SIZE,
MIN. 3T2 NOT TO SCALE PER STRUCTURAL PLAN I GLEAN COMPACTED J
It 1 SAND FILL - LOCATION & 18 FOUNDATION
1s PAD FOOLING FOR MONO SLAB 17
PAD BASE
14 PAD FOOTING FOR STEM WALL
PER STRUCTURAL PLAN REBAR SPECS. ;
ST2 NOT TO SCALE
ST2 NOT TO SCALE ST2 NOT TO SCALE
sr2 NOT TO SCALE FACE VIEW
STEM WALL HEIGHT
ST. JOHNS RIVER oZ '
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AVENUE
ATLANTIC B FLORIDA 32233
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LOT 6, BLOCK 128, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18,
PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. f--�-I
X ?... r rf
( I (o r f'� tr NOTES:
E ` ; rr 1. THIS IS A BOUNDARY SURVEY WITH TREE LOCATIONS. N
2. NO BUILDING RESTRICTION LINES PER PLAT. rn
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TREE BARRICADE N
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� '/ 1 { NATIONAL TITLE INSURANCE COMPANY; AND DONAH00,
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I ` �' �' �� I 4 BALL & McMENAMY, P.A. a
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THE PROPERTY SHOWN HEREON APPEARS TO LIE IN Ir
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..._W ........ � _... �,���� , �� �� — — — — — � — � s�•�'Za'�' �3� / `` RATE MMUNITY-PANEL NUMBER 12007 INSURANCEt!1 v
/2b RON ��� i ����� ���86.91 �r�����e f rt f'. ,�•�g � �� i' D, REVISED APRIL 17, 1989 FOR THE CITY OF
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FLA LIC SURVEYOR AN MAPPER
f f/ FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 U >rn
WEST 6TH STREET _ .._ /` BOATWRIGHT LAND SURVEYORS, INC. 0 X
� = = / rr 1500 ROBERTS DRIVE W
50 RIGHT OF WAY (PAVED) - w = JACKSONVILLE BEACH, FLORIDA 241-8550 0�
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MEMO 0
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I-Aff-4,11
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City of Atlantic Beach
Planning and Zoning Department
This approval verifies compHanoe with applicable
zoning, subdivision and other local land (n
development regulations, but does not constitute Z
approval for the issuance of permits. Compliance O
with Florida Building Code and all other applicable
local State an Federal al ermittin requirements —
must be verified by signature of the City of Atlantic W
Beach Building Official prior to the issuance of a
Building Permit.
Approved By _
Date:
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NOTES: 1. ZONING: RESIDENTIAL GENERAL (RG)
1. REFER TO ARCHITECTURAL PLANS FOR EXACT 2. LAND USE: MEDIUM DENSITY RESIDENTIAL (RM)
BUILDING LAYOUT. �( City of Atlantic Beach
2. REFER TO PLUMBING PLANS FOR EXACT UTILITY
REQUIRED PROVIDED Planning and Zoning Department to
N
3. MINIMUM YARD REQUIREMENTS:
This approval verifies compliance with Z
P applicable
CONNECTION LOCATIONS. FRONT: 20 25.15 zoning, subdivision and other local land O
development regulations, but does not constitute (n
approval for h
SIDE: 5 (15 COMBINED) 10.59 & 33.41 PP the issuance of permits. Compliance
with Florida Building Code and all other applicable W
REAR: 20 20.06 local, State and Federal permitting requirements of
must be verified by signature of the City of Atlantic
Beach Building Official prior to the issuance of a
4. MINIMUM LOT WIDTH: 75' 70' Building Permit.
(AT BUILDING LINE) Approved By:
Date:
C) 5. MINIMUM LOT DEPTH: 100' 86.91'
V:
6. MINIMUM LOT AREA: 7,500 SF 7,045 SF
7. MAX. IMPERVIOUS SURFACES: 50% 27.9% ZZ
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8. MIN. FLOOR AREA NONE 1,148SF N
�C EXEMPTED AS AN EXISTING PLATTED LOT
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, GARY A.ABBEY,P.E.
v REG.NO.56819
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ROAD
CONSTRUCTION
AHEAD
200' 200' 0400' CONDITIONS OPTIONAL POST POSITIONS
O
WHERE ANY VEHICLE. EQUIPMENT, WORKERS
J J OR THEIR ACTIVITIES ENCROACH ON THE
•
a a PAVEMENT REQUIRING THE CLOSURE OF ONE PRINCIPLE POST POSITION
TRAFFIC LANE, FOR WORK AREA LESS THAN
0 i b 200' DOWNSTREAM FROM INTERSECTION, FORCOUNTER 20' TOWARD FLOW Q
D Ip 1I A PERIOD OF MORE THAN 60 MINUTES. Q
400 200' LI�� ess Than�� �� ?0 O O M i..�
2 SILT FLOW
FILTER FABRIC =
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200' 400' ;111=1 I I=1 I I _ = I I Il i,, Q Z
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WHERE ANY VEHICLE EQUIPMENT WORKERS
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OR THEIR ACTIVITIES ENCROACH ON THE ¢ 2 r
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b PAVEMENT REQUIRING THE CLOSURE OF ONE
TRAFFIC LANE, FOR WORK AREA 200' OR MORE POST (2" X 4" OR w W
400' 200 50' DOWNSTREAM FROM INTERSECTION, FOR A 2 1/2" MIN. DIA.
200' PERIOD OF MORE THAN 60 MINUTES. WOOD-STEEL 1.33 F-+-� Cn o
6' MAX. o
More Than 200
LBS FT. MIN) _
OAD
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00N HEAD a COLTER FABRIC (IN o
LE" GENERAL NOTES CONFORMANCE WITH �/� a of Q
1. Work operations shall be confined to one travel lane, leaving7. The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall SEC. 985 FDOT SPEC.) v L p w � )
the opposing travel lane open to traffic. have a 18' x 18 (min.) orange flag and a Type 8 light attached = CO v
SYMBOLS and operating at all times. w Q CL
2. All vehicles, equipment, workers (except flag ers) and their TYPICAL APPLICATIONS 0
g Mesh signs may be used for (Daylight Only) operations ~�
e restricted at all times to one side of the
activities ar
® Work AreaType B Lights and Orange Flags are not required. Utility Work
pavement. i
Pavement Repair �
Sign With 18" x 10" (Min.) Orange 3. For work operations of 60 minutes or less see Index No. 609. The FLAGGER legend sin may be substituted for the symbol sign. p
Flag And Type B ght p g g y yrs 9 Structure Adjustments
tM
4. When vehicles in a parking zone block the line of sight to *ZAII signs shall be post mounted if the closure time exceeds ZPO M1 ' DO
8 Type N Or Type Barricade Or Vertical signs or when TCZ signs encroach on a normal pedestrian 12 hours.
Panel Or Drum (Wth Steady Burning Light walkway, the signs shall be post mounted and located in 10. The maximum spacing between devices shall be not greater than 25'. Li
At Night Only). Tu ulor Markers accordance with Index No. 17302. 6�� PORTLAND CEMENT O
May Be Used Duri g Daylight Only. 5. If work area is confined to an outside auxiliary lane the word. Arrows denote direction of traffic only and do not reflect pavement CONCRETE, 3000 PSI
markings.
area shall be barricaded and the FLAGGER signs replaced by marg
® TYPe . Or TYPe . Barricade Or Vertical AHEAD signs. Flaggers are not require
ire
d2. Longitudinal dimensions are to be adjusted to ft field conditions mAvrlc oonma iHaouaH 1WK ZONES NOTES: 00
Panel Or Drum (wi h Flashing Light At See SIndex No. 600. N
6. Flaggers shall be in sight of each other or in direct TWO-LANE, TWO-WAY. URBA - •• ••
Night Only) communication at all times. 13. For general TCZ requirements and additional information refer DAY OR NIGHT OPERATIONS �' • 1. CONCRETE SHALL BE REINFORCED TYPE III SILT FENCE DETAIL
(p Work Zone Sign to Index No. 600. WITH FIBERMESH WHEN USED Z
N IN CITY RIGHT—OF—WAY. 0
1 IT' Flogger NOT TO SCALE
1 of 1 621 2. REFER TO GEOTECH REPORT FOR N
ADDITIONAL PAVEMENT CONSTRUCTION
CRITERIA. 00
MAINTENANCE OF TRAFFIC PLAN 12" STABILIZED N
SUBBASE, LBR 40 M Q
Q
NOT TO SCALE
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CONCRETE DRIVEWAY SECTION 4 NOTE:
-
3 CONCRETE SHALL BE REINFORCED U O1=
NOT TO SCALE o 3000 psi CONCRETE WITH FIBERMESH WHEN USED �UJ
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IN CITY RIGHT—OF—WAY. U
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3000 psi CONCRETE
MIAMI CURB DETAIL m
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18" MIAMI CURB
1-1ASPHALTIC CONCRETE TYPE S-1
(FD STD. SPEC. 331) Lo
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PRIME COAT (FDOT STD. SPEC. 300) ,.
18 MIAMI CURB w
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6"4 CRUSHCRETE BASE z
( OT STD. SPEC. 200 OR 204 & 911)
N
( OPTIONAL LIMEROCK BASE IF CITY APPROVES) NOTE:
L R 100/98% MAX. DENSITY PER AASHTO T-180 UTILITY TRENCH REPAIR SHALL BE `O
CD
1 " STABILIZED SUBGRADE, LBR 40/98% FULLY REBUILT AND PAVED IF FINAL c c7
a MILLING AND OVERLAY ARE NOT U
X. DENSITY - AASHTO T-180) COMPLETED AT THE SAME TIME. � N
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ASPHALT PAVEMENT SECTION o a U
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GARY A.ABBEY,P.E.
o REG.NO. 56819
U
GENERAL N TES: UTILITY NOTES: EROSION & SEDIMENT CONTROL NOTES:
1. ALL WORK AN MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 26. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR O
OF Y OF ANTIC B
DETAILS. THE ORK SHALL
STANDARDS, LATEST REVISION AND ALL CURRENT CITY STANDARD DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER
CIT ALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 TO THE FLORIDA DEVELOPMENT MANUAL-A GUIDE TO SOUND LAND AND WATER MANAGEMENT
DE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT PROVIDED BY AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO PSI TEST PRESSURE. FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY) CONTROL
OWNER, IF MOPI STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL
LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. 27. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS
THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE PAINTED YELLOW PER CITY OF ATLANTIC BEACH STANDARDS. AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. z
S AND GUIDELINES OF CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE O o
2. ALL WORK SH LL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULE
O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY 28. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT LL_
INJURIES OF H S EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO WATER AND SEWAGE FORCE MAINS. FEES, CONSTRUCTION COSTS AND FINES. U O
THE COURSE F THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL
REGULATIONS ND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 29. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER �•-� m �-
BID. HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. v O
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN
LE FOR VISITING THE JOB SITE PRIOR TO PREPARING ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY OF ATLANTIC BEACH AND PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND
BID FOR
CITY OF ATLANTIC BEACH, PRIOR TO PURCHASE AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.
THE BID FOR HE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT z =
3. THE C OR SHALL BE RESPONSIBLE SE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. SERVICE THE ENGINEER AND CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE NOTIFIED
OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD ¢ _
THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO 30 A PRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE N.P.D.E.S. FINAL
FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER CONFORM WITH CURBING, PROPERTY LINES, BANK SLOPES AND LOW POINTS AS SHOWN ON THE
THIS CONTRAC, . THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE PLANS. DONNA KALUZNIAK OF CITY OF ATLANTIC BEACH AT (904) 247-5834. STABILIZATION REQUIREMENTS. �� cr m -
ROUTE OF THEPROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT C.U.P. IT SHALL BE THE F-�-�
RE COMPLAINTS THAT MAY OCCUR DUE TO THE 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND 31. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS AFTER THE ( ) cn
AID IN RESOL NG POSSIBLE FUTURE CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE T. JOHNS RIVER WA O
LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS CONT E E S 0 TER � o �
CONSTRUCTION I OF THE PROJECT. FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. MANAGEMENT DISTRICT.
PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE CONDITION OF
4. IT SHALL BE 1 E CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR o af
OR ACQUIRE Y GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, SHALL PERFORM, GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL
UNSUITABLE M TERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF 6. ALL DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENTS, DRAINAGE EASEMENTS AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO CITY OF ATLANTIC BEACH. ALL PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE w
OFF SITE BM OW THAT WILL BE REQUIRED. BETWEEN PRIVATE LOTS, DRAINAGE RIGHT-OF-WAYS AND UNDER PAVED ROADS ARE TO BE DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ^ O:f
FILTER-WRAPPED. A
I LL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED F--�
5. ALL IMPROVEMNTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER DURING CONSTRUCTION AND DEWATERING OPERATIONS. ~
AND THE CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE 7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR SEWER PIPE SHALL BE TESTED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND TO BE
BY THE OWNE AND THE CITY OF ATLANTIC BEACH. BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. DEFORMED AND/OR DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A r
SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. ALL MANDRELS USED IN TESTING "NOTICE OF INTENT TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE `�•/
6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.) UNITED 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE SHALL BE AVAILABLE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING RINGS AT ELIMINATION SYSTEM RULES AND REGULATIONS.
STATES COASlAL AND GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY BOATWRIGHT REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. THE REQUEST OF CITY OF ATLANTIC BEACH REPRESENTATIVE. RESULTS OF THE TEST SHALL BE
LAND SURVEY RS, INC., PHONE# (904) 241-8550, FILE NUMBER 2005-0535. SUBMITTED TO CITY OF ATLANTIC BEACH FOR REVIEW. 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FILTER FABRIC TO PREVENT O
9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER
7. FOR BOUNDAR INFORMATION, SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC., PAVEMENT. 32. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED. 00
PHONE # (90 241-8550, FILE # 2005-05358, DATED 4/21/05. AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL 04
g THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM 0t
10. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE ACCOMPLISHED BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF rn
8. THE CONTRAC OR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. SEDIMENTATION DURING CONSTRUCTION USING NECESSARY SEDIMENT CONTROL BARRIERS.
z
MATERIAL TES ING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. CHAPTER 489 FLORIDA STATUTES. O
10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED ALL AREAS
THIS SHALL IN LUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES 33. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND N
LOCATED INP VEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS
TO LIMEROCK LACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED AND INCREASE RUNOFF. cc°o 0
RECOMMENDA ON FOR UNDERDRAIN PLACEMENT. SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS-BUILT" WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND 11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING AND AFTER CN
DRAWINGS FOR THIS PROJECT. ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. CONSTRUCTION TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING a
9. THE CONTRAC OR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND SEDIMENTATION DOWNSTREAM.
INSURANCE R UIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY 12. ALL SEWER MAINS SHALL BE PVC (ASTM-3034) SDR-35 FOR DEPTHS TO 15 FEET, SDR-26 FOR 34. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF ATLANTIC BEACH o wo
PERMITS FOR YORK IN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE RIGHT-OF-WAY OR CITY OF ATLANTIC BEACH EASEMENT MUST BE IN CONFORMANCE WITH THE
PVC - SDR-18 PIPE UNLESS OTHERWISE NOTED. CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL. o
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10. THE CONTRAC OR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE L`-w
RIGHT-OF-WA WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF 13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER 35. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN v
CONSTRUCTIO AND REPAIR. FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS. c� _
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OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. W
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11. ALL PUBLIC D AINAGE EASEMENTS SHALL BE UNOBSTRUCTED EASEMENTS. ALL 36. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE
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"UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 14. WATER LINES SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE. OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF
THIS PROJECT. z 1
12. "AS-BUILT" DRAWINGS - AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER 15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND 37. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE BACKFLOW PREVENTERS) TO CITY W N
WATER MANA MENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED SHALL BE SO MARKED. OF ATLANTIC BEACH CONTACT MALCOLM CLEMONS ® (904) 247-5839 FOR APPROVAL OF BACKFLOW z
LAND SURVEY R THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT
WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD PREVENTER TYPE AND MODEL o
LOCATIONS, C RTIFICATION AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED U >
REGULATIONS. IT IS
THE
UNTIL FINISHED WORK IS COMPLETE. 38. CONTRACTOR SHALL CONTACT SUNSHINE NETWORK (1-800-432-4770) 48 HOURS PRIOR TO �
CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJ
RWMD REG o
„ ,� STARTING PROPOSED WORK. x
CONTRACTOR RESPONSIBILITY TO PROCESS THE AS-BUILT DRAWINGS FOR APPROVAL BY THE
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HORIZONTAL SEPARATION BETWEEN WATER MAINS VALVES FITTINGS AND SANITARY OR STORM
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CITY OF ATLANTIC BEACH. 'U9. ALL SEWAGE FORCE MAINS SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMBINED
SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. ��
PPESSURE TEST AND LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI
SUBMITTAL OF AS-BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED ro
I ACCORDANCE WITH AWWA C-600 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS w
PRIOR TO SC EDULING A FINAL INSPECTION OF THE BUILDING BY 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET PRI R TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. HORIZONTAL SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR-18 AWWA v I
C-900 FOR NEWLY INSTALLED SEWER & SDR-18 AWWA C-900 WATER) WILL BE USED WITH THE 40. WATER AND SEWER AS-BUILT DRAWINGS ARE REQUIRED TO BE SUBMITTED TO CITY OF ATLANTIC BEACH AND 1-t N
JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF SHALL INCLUDE 2 PRINTS, 1 MYLAR, ELECTRONIC DISC AND ELECTRONIC DATA FILE SUBMITTAL FORM.
13. THE CONTRAC, OR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. ELECTRONIC COPY OF AS-BUILTS SHALL BE AUTOCAD 2000 OR HIGHER. N o
IN THE EVENTOF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET
AND OWNER IOR TO PROCEEDING WITH CONSTRUCTION. OF SEPARATION WHERE POSSIBLE. 41. A CITY OF ATLANTIC BEACH STANDARD PUMP-OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND
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LOCATED ADJACENT TO R/W ON PRIVATE PROPERTY. PUMP-OUT MUST BE ACCESSIBLE BY L;j
14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH CITY OF ATLANTIC BEACH FROM ADJACENT STREET R/W. z
INCLUDED IN HIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITYIL
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EASEMENTS SMALL BE CONSIDERED AS PART OF THE PROJECT. PIPE (I.E. SDR-18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR-18 AWWA C-900 WATER)
WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE
15. ALL AREAS SlIOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL W
CITY OF ATLA TIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT o
AND TESTED I ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO
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HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION.
16. CONTRACTOR S RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS.
IF A MONUME IT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE m
RECORD FOR REINSTALLATION OF THE MONUMENT. POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF
CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS.
17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY
CONTRACTOR. 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED
d AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH
18. ALL EXCESS UITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL
CONTRACTOR JNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST
100 FEET BEYOND ANY DISCOVERED SOLVENT.
� I 19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED.
22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO
20. BURNING OF REES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE
+ COORDINATED WITH CITY OF ATLANTIC BEACH FIRE MARSHALL. RECORD OR AS-BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE
BACTERIOLOGICAL SAMPLE LAB SHEETS. z
21. ROADWAY UN ER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED 0
NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL 23. THE RECORD OR AS-BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF
NOTIFY THE GINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE w
RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL
PREPARATION OF THE ROADWAY SUB-BASE. CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND Of
PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE
22. PROVIDE CONTRACTION JOINTS AT 6' O.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE
EXTERIOR SID WALKS AND CURBING. DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED
IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND
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23. MAINTENANCE( OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE.
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24. ALL SIGNING MD PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD 24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY
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N INDEXES 1186b, 17346, AND 17352. STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES.
o MECHANICAL RESTRAINTS SHALL BE "MEGALUG" TYPE.
t 25. ALL EXISTING, PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE
DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO-BLASTING METHOD. 25. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL z
ON-SITE WATER MAIN 4 AND GREATER SHALL BE DR18, AWWA C-900. ALL ON-SITE WATER MAIN
26. ALL PAVEMENTSTRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE 2 OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. RATED.
WITH CITY OF: ATLANTIC BEACH STANDARDS.
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ITY OF ATL TIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO d
27. C
ALL NECESSA Y SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION.
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