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335 AHERN ST ROOF18-0013 S sA CITY OF ATLANTIC BEACH 0.1:- .'-% W ? 800 SEMINOLE ROAD K'',(,: Y* ATLANTIC BEACH, FL 32233 rM1�%' INSPECTION PHONE LINE 247-5814 ROOF NON SHINGLE - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ROOF18-0013 Description: WATERPROOFING SYSTEM ON BALCONIES Estimated Value: 39700 Issue Date: 2/22/2018 Expiration Date: 8/21/2018 PROPERTY ADDRESS: Address: 335 AHERN ST RE Number: 169726 1012 PROPERTY OWNER: Name: VIA MARE CONDOMINIMUMS Address: , GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: MCCURDY-WALDEN, INC Address: 5267 COMMONWEALTH AVE QA MARK ALLEN WALDEN JACKSONVILLE, FL 32254 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 0..Lyjy�, City of Atlantic Beach APPLICATION NUMBER Js Building Department (To be aR00 ned by the Building Department.) , ` 800 Seminole Road (( ^^,, 1 -,- Atlantic Beach, Florida 32233-5445 l —M!J �� Phone(904)247-5826 • Fax(904) 247-5845 / x�;; �'r E-mail: building-dept@coab.us Date routed: z l 141< <43 City web-site: http://www.coab.us II APPLICATION REVIEW AND TRACKING FORM Property Address: t`—r tr \E'i n D- • . - 'sent review required Yes No Q � Building Applicant: ' Q C.V RO - ) A (rb _A_D - - INA Zoning Tree Administrator Project: V V ATL2Pil200F 6,,,,,,_,,,s, Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ►7� A •'roved. Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:D 7—C2.0 ct t TREE ADMIN. Second Review: ❑Approved as revised. Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 12/8/17 )ir.*411‘ City of Atlantic Beach r. ,, 800 Seminole Road,Atlantic Beach,FL 32233 .---- Phone:(904)247-5826 Fax:(904)247-5845 /� (7( Job Address: 33J 4lVQ, 5-idea 00F155 -V 3 Permit Number: g Description ,CV:AAlflz`4f4%.,;N,'A r)1I ri/24G4 ",761..,..,.2., lcfr.ai.7 vi 1-- riE# /67726 /--/L Legal Z/L=Z L Valuation of Work(Replacement Cost)$4 3 i7°C Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration epair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commerci. Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No lerIP • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 14/1/ 1/ F-211 ,4jo,/r0 (),),,z1"./i-(� sys47...., c.ti 1/2/0,.4P e4/04i%cy Florida Product Approval# for multiple products use product approval form Property wner Information Name: ,'.a .'4444. �,04.41vm 4 �wJ /(' - Address: 33s ►9f k-tle s1 / City 11)t/ 1364A State Zip -3233 Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information ' l-/ /j� Name of Company: /3CLI.' £ Z Qualifying Agent: /1/< ' " 'or _ Address 5-16 7 (0.41444.4) j,4ii A/C City - cso,,N,'/` State Ft. Zip , 22, Office Phone %p f- 7a-QoPO Job Site/Contact Numb: I9eiZ0'✓` 9+9V-9/1-1/34v State Certification/Registration# CCI, �32t3V E-Mail 7Qid. e mr / Alq`)_t' Architect Name& Phone# \ Engineer's Name&Phone# /3Uff 4,/Pw/crit-- 91,' $i"'0-O?off Workers Compensation 644/4-14,A, /3i-fSi4' Alit/s-"b 0/34 Z4 L Exempt/Insu er/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO R NOTICE OF COMMENCEMENT. , L)p),..... otn--, ,1711Vie-f ------- (Signature of Owner or Agent) (Signature of Contractor) (including contractor) ��(( Signed and sworn to(or affirmed) before me this'd%day of Signed and sworn to(or affirmed)before me this lt-A ay of LehartJ _ b dy1(0.r(� -�`'lby (Y1C�r'K 1 vGlc- eg --- eveZ(Snature A�[,1�� 0:natureofNotary) Commissionit(iti11962$ / ANGELA SCHMELZLE. Personally Known OR *AC: ExpkoBAlgwt3.2021 [L 3ersonally Known ORNOTARY PUBLIC [ ]Produced Identification Sofwe SendoililsiBuIptfterytIonlos, [ ]Produced Identification �j�� _STATE OF FLORIDA Type of Identification: Type of Identification: "' " .,t Comm#GG106018 •4No 1 e Expires 9/11/2021 simasto January 16, 2018 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL Mark Walden REQUIREMENTS AND CONDITIONS McCurdy-Walden, Inc. 5267 Commonwealth Ave. REVIEWED BY: — DATE; 0 2_(2_4;) 1 t Jacksonville, FL 32254 RE: Via Mare Condominiums Atlantic Beach, Florida Siplast Project No. 54724 Dear Mark: We have reviewed the assembly listed in your Application for Waterproofing Guarantee dated December 5, 2018 and received January 15, 2018. Following is a summary of the proposed construction and our recommendations for evaluation/preparation of the substrate. PROJECT TYPE: New construction SUBSTRATE: Concrete (see paragraph below for approved concrete types) SUBSTRATE: 3/4-inch (min) ACX plywood with all of the joints supported by blocking or primary framing. The use of T&G panels eliminates the need for blocking between framing members to support the panels in the long dimension. Panel ends must be supported by framing in all cases. The use of clips to support panel joints is not approved. Secure panels using corrosion resistant screws at 6 inches on center along supported panel edges and into intermediate supports at 12 inches on center. PRIMER/PREPARATION: Prime the panels, vertical joints between panels, and the prepared flashing substrate using Pro Primer W. Apply primer while ambient and substrate temperatures are falling rather than rising to minimize the potential for pinhole formation. Allow the primer to cure and inspect the primer layer carefully to ensure that a continuous glass-like layer is present and that there are no pinholes or dry spots. Fill gaps between panels using Pro Paste, striking the paste flush with the top of the boards. Treat the panel joints using a 6-inch wide strip of Terapro Base Resin/Pro Fleece/Terapro Base Resin. FLASHING SYSTEM: Terapro Flashing System. OA% WATERPROOFING SYSTEM: Reinforced Terapro System. 04% SURFACING: Pro Natural Quartz/Pro Color Finish. Ak Siplast 1000 Rochelle Boulevard 201 Bewicke Avenue,Suite 208 Customer Service in North America Irving,Texas 75062-3940 North Vancouver,BC,Canada V7M 3M7 1.800.922.8800 www.siplast.com • siplast This project is eligible for our 10-year Terapro Waterproofing Guarantee provided: (1)the substrate is qualified and prepared as outlined above; (2) the Terapro System is installed according to the above configuration; (3) Siplast specifications, recommendations, and details are followed; and (4) all pre- and post-installation procedures are accomplished. Please review the above as well as Siplast's specifications and compare with the project specifics. If there are any disparities, please contact Siplast prior to job start. Should you require additional information, please do not hesitate to call me. Sincer y, ,Aitpktal oe Scopelite Technical Support Manager— Resin Systems JS:PQ:bb c: Rick Fail, Siplast John Biesnecker, Siplast 2 alta Building Envelope Repairsengineering company Certificate of author¢atan no,29095 www.altaenglneeringco.com 11329 distribution avenue west for: jocksonville,florida 32256 Via Mare napew Building Envelope AI repair deters and the extent of the designated repairs are i Repairs subject to field mock ups.Alta reserves the 60.4 to anend madly 333-363 Ahern Street atti hearer,oecaveathe enentdo.theowredoes to W"he"` tor engage Al at they ere uncovered.Far ttios meatal,the enter shot engage Alta to review the inrtid deace Inv ion aid implementation s c d d roods details.These aawhps ere h004d and wad withal such a Via Mare Jacksonville FL 32233 review and confirmation of adequacy of the design by Alta. 333-363 Ahern Street / Atlantic Beach,FL 32233 Site Location I Code SFmmoy: shot r She; Scope d work: Code:FBC Fhb Edtion Goner 5.Remove and replace d GW B calcining VSM.Remove IAI-Cover Sheet/Y hitt Map Exlsling Buildup Code 201-vides I. Protect d Imdt<tpe/hadsecpe and irrigation.as VSM hon non-decayed wood horning to remain by ASCE 7-10 702-Notes required.Restore danoged Iatdscope to its original abrasive dating or saodog,in accado,ce with IICRC Original Code:2004 FBC 203-Notes apeaooce upon,completion d the work. 5-520 and EPA Document 402-K-01-001 Guide to Mold 15t SI. p 3D1-Plan View 2.Protect exterior HVAC condensing sats. Remedallon In Schools and Commercial Buldngs. Construction Type:V 3.02-Plan New 3.Protect inferiors of units attected by the work with Op walls 6.Encapsulate cleated Wood surfaces with Shockwave or n Use:R-2 3.03-Plan View 8 Protection:Nate 304-Plat View and floor to Nerd oeoN pratedionars ae Reaodeadoelide and mod wood. Desipl Criteria SunmW: .Al-eevatiar, Provided cotarylocations trot ve not not sheathed at the sheathing in acaatlalpe with the origir,d strsX.iud $lurdivont$I, Q 4A3-Elevation Existing Bulking Cksssificdi°n:Repfi end of the Work day. caving,where encountered.AY shearing repairs slot • .A3-°evdion Ahern$1. SAl-Delois ..Protect partial of the buidng not bring repaired. soon a m et oto d 131 studs. emu 424,xn Wind design cMena per Section 1606,2,ASCE 7-10 592-De ce 5.Temporarily dspbce.as essay.all wall mounted 8.Replace wet o mold laden bar InnAdim. Ultimate rend speed:130 mph 5A3-Details aprwrenances such as electrical service bones.4 0$ 9.Cut existing fascia ends at wd abutments so that fascia Sheet knees: Risk Category'.II 504-Details Slums meters,phone service panels,gutters.downspouts. terminates shy of aid does not penetrate the stucco 1.01-Cover Sheet/Vicinity Map meon ooh height:-34'-0" 505-Details rails.fences screen enclosures,and condensing unit clacking. 2,01-Notes Exposure category:D 2.02-Notes S07-Details electrical disconnects.Reinstall upon completion of the 10.lista new Raped e#,ad vents len Prem of stucco A , Enclosure pressure classification:10.18 Enclosed 5D7-Details work. moat' 2.D3-Notes internal pressure coot:10.18 SAB-Details3.01•Plan New rt A Mantic Blvd. Rod slope:l/4:12 11,instal new WRB.Integrate WRB with ALL wal penetrations. 3.02-Plan New 5.09-Details onion wale-Entire Buldna: 12.Reinstall windows.Sed lamb to sill dace idols. 3.03-Plan New wall Design Pressures: 5.10-Details Zone :-71.7 and Cladding:(Table 3b5-I I I. Remove al d replace n 04 ext. 13.Install head flashing over all windows. 3.04-Plan New Zane 1:-71.7 PSF 2.Remove and rtdace d existing solace applied EPS 14.Instal new stucco system with screws over furring media ..01-Elevollon Zone 2:-112.6 PSF bonds, with architectural features currently in place. 4.03-Elevation Zone 3:-153.4 PSF 3. Sed window hones to bona aid sed bands to oats. I5.Add perimeter bails around d windows. 4'03-Devotion Zoe 4:-48.9 PSF 4. Sed dl dssimilar material Interlaces with backed 16.hold new soffit to match the original 5,01-Details Zone5:A9.9 PSF 5.03-Detak pdyuethane iedmt Inds including but not limited to 17.Repair and point d Interior gypsum wail bond returns 5.03-Details MW FRS(fade 28-6-I I stucco to roof ado drip edge backside of dverter Old wood stools at window recesses. 5.04-[Tinfoils Zoe A:4.5 PSF (lashings,fight fixture penetrations.hose bibs.Welty 18.Repair dl seas d damage to interior Bnishes cased by 5,05-Detail Zone B:-23.1 pg penetrations.electric meter boxes.eme,csst vents.Wane previous water damage aline repair work too primed 5.06-Nod, Zone C:293 PSF changes,window frames. d door hares. finish ready to receive paint. 5.01-Detail an NZone D:-13.6 PSF 5,Pant d exterior wall surfaces. 19.Landscape shall be restoed to match its original 506-Desert 1 -SITE PLAN T Zone e5a 3..PSF 6. Seal the and meld over laps s roolad verter appearance upon the work. 509-oetals 5.10-Dobe D � WZane F:-30.3 PSF ewith GAF Flex-sed sealant. • S Zone G:-35.3 PSF 7.Remove existing swing doors from rout',opening. Balconies-Covered and Rooftop • Zone It-23.6 PSF 8.heal'pa,flaring below doors and netted door frames. I. Tempaaly dsolace existing coping coos.guaads, 9. Sed janb to threshold joints at al swing alba hones. screen enclosures and wall mounted lght sconces. iimutex 2.Remove stucco horn inside face of balcony was. ;steno,Walls-Stucco Removal and Replacement Locations: 3.Remove balcony deck waterproding.slaving and e.oera I. Remove stucco wail cladding where indcated.joke sheathing. items neem.oh extreme are to salvage the existing WRB.lath grade D 4.hold new furring atop existing ironing to create pacer.comer bead and control joints d the bounds of '.-:I'T slope to edges as required. the repair area. 5.Instal new plywood decking 2.Temporally dsplace windows in dl repair seas.(Windows 6. Apply new fluid applied.traffic grade roof membrae. all be reinstated) 7. hstd new stucco where removed. 3.Remove existing soffits.Replace with new upon 8.Reinstd removed apertures. completion of the work. d.Provide EPA complott containment as appropriate where the removal of wd components containing visual slier suspect mold IVSMI nay resit In airborne migration to other pats of the briding. 1 .01 FASTENING SCHEDULE: W 1000 GENERAL NOTES 06 10 53 SAWN LUMBER CII I t SO Wood Framing led common ndls whore uantructd.al components.Wishes end apoulerhahces shall be proNCbdaWlMideditklnd to me ppmieg lumber shall comply with the latest edlion of the gadng rules of the Western Wood engineering company rsrigind canslnuc6an. Products Association W WPA or the West Coast Lumber Inspection Bureau WCLIB All sown lumber Dasble lop plates socking:1 T'O.c.Slogger. 1 I I I certificate of authorization no.29095 Double fop pole laps:number:4 nal, Contractor 6 respoesab for the protection of theshell be st Wnped with the Bode mak of an approved lumber gracing agency and shall have orn Dable/Wzlt upstuds: 16"o c.St0 throughout te and ti constructionftewrpersonnel and moil comply with minimum 11329 distribution ovortue west s 'spacing: ager. dl applicable OSHA safely requirements ihrauphaul the aurdian of the work. m properties which meet or exceed the fatowing wood types: 11329 distribution avenue west Stud to sole date:number:(4)toe nails iooksonvile,fbrlaa 32256 Stud to plate:number:121 face nils Contractor Is responsible for oblaWrg al necessary permits 10 Candete the scope of oak. Wood neaten.rafters.joists.beans,top elder e2 STP Heaters:spacing:17'O.C.Stagger. Wall studs 03 SYP or k2 SPF Other framing members:per FBC table 2304.9.1 The costructbn documents represent the finished structs°.They do not indocile the method of Bridging tartetruchld SYP a SPF coretuction.The contractor that provide at measles necessary to protect the structsze during construction. unn k..r m_..ww,eeeeee.w.ee Uplift Stropping:below at truss end beakps[interior amt exterior) Such measues shall include,but not be imip All wood in contact with masonry.concrete.earth or exposed to he dements shall be drdkse truss to tap plate:(21 H2.50- led to bracing or Shang for loch due to construction equipment,etc. copper quaternary(ACO)preservative treated.Preservative treatment shall be in accordance with er.f.er rnn.. Top plate to stud:111142.50•every studrequirements of the American Wood Preservers Association IA W PAI. Top plate to header:SP4®20"O.C. The engineer of al record shnot be responsible for the contractor's means.methods techniques.sequences Stud to stud across floor cavity.11)C516,length to provide ICC engaged Into eq. for procedure of construction.or the safety precautions and the programs incident thereto Ina shallStud cutting:side notches shell not exceed 25%d at the stud width,Drilled odes shall not exceed 40%%% Building Envelope observationStudobseobservationivisits to the shincluded e clutle inspection these itemsl. of the stud width and shall be greater than 5/88'from the stud edge.Both notches and odes ore not Repairs Stud to sole plate:(1)03 a SP4. Where reference Is mode to various test standords for materials.such standards shat be the latest edtlon Permitted to be cut in the some member. Sole plate to foundation:1/70 HIM Kwlk Bolt III or equiv.Expanslon anchor and/or addenda. Any engineering design.provided by others we submitted fa review,she Lea the seal of w/6"embed d 37'0.C.S.IN ends d pots a registered engineer recognized by the along code kesdctian d this project. Beam cutting laterd wood homing members that not be notched or drilled without prior approvd w/2k2'of washer of the structural engineer. Stud to header:(2)CS20,length to protide 17 engaged into ea. Contractor shall be resporaib0 fa verification of at dmensions wth aawngs prior to stat of construction. Via Mare King stud to foundation:(II LTT208 W/3'nab and one anchor described aero win Resolve Wry dscreparcy with the engineer prior to commencement of the work. Establish and verity at Studs shell be doubled at all toners,Tgies and wall openings.Openings shall have a rmininxnn of openings and inserts to,acirectud,civil.mechanical,plumbing and electrical items with the appropriate one lock aid one sang stud. 333363 Ahem Street Date strop rea's below girder trusses trade drawings and subcontractors prior to construction. Atlantic Beach,FL 32233 Openings geater than 3'-0"that have 121 lock studs and 121 ling studs. Nath for uplift strapping 10d stub noes,U.O.N. Contractor shoe provide prodwt submittals la at proprietay products lobe used which are not Spedficaly Identified herein,Submit=shall Include product data sheets.nstatalon instructions,dined materiel Studs shall be tripled below girder truss beefing. Shea wail:as detorted samples and shop drawings(If determined 0ppopriate by the engineer).But for the physical samples, Partial height daclang to top plate:woe Otl nils per segment submittals shill be submitted as follows:121 POPer copes and Ili electronic copy.Material substitutions that Framed walls shall have a double top plate and single sole plate. End chord to top plate 0 roof:(2)SPH4 are not approved In writing by the engineer that not be used. End chord to end dead across floor cavity.121 MSTI60 The materiels and iratdlatim shat be warranted ageing any end dl water intrusion end/or mold lora period The sole plate anchors shill be placed with a minimum 2-inch deaanCe to the gab edge. End chord to foundation 13-stay):(1)HOSA w/5/00 threaded rod n EMI of 3-years following the dale of find completion of the wort:.AI materials sod be covered by the HY 150 epoxy Cl epic.W/7-1/7 min.Embed. manufacturer's standard warranty.The contractor is responsible to coordstaing with the manufacturer and Provide docking at at exterior well sheothi g butt joints. a a Dearing the written wronlies for p al :d ets used. Neils for shear wall chords:100 mals Provide contimuan blocking between macrons at at Nps,ridges,vdeys and changes in roof slope. All work shall be compleled'n O crdhmn& r ae manner with the highest leve of tae taken to ensure o All plate to elevated decks:I Od ndh•('O.C. functional./nudity and aesthetic city desirable completed meat.AN work shall be compliant with voluntay Provide blocking in the floor space between vertically aligned studs. Sole plate to foundation:1/70 Hiti Kw&Bolt 111 or equiv,expansion anchor industry siandad guides in at regards. w/3-1/7 embed St 32'O.C.8 E ends of plate 06 11 13 ENGINEERED WOOD BEAMS w/513'pi washer All repo&details and the extent of the designated repdrs ore subject to field mock ups.Alto reserves the right to amend modfy a change the drawing details or the extent d repairs to suit the site cohdtions,a they ore Engineered Wood Beans shat have a minimum modulus of elasticity of 2.1 z 10n6 psi and o minimum f b Cladding uncovered.For this reason,the owner shag engage Aha to resew the meed d<maltiir and Implementation of 3.000 Ds. all rep=details.These drawings orconfirmation e Invalid and void without such a review and co mhation of the PertD.wv4et Soffit panels:As per the manufacturer's requirements/ESC tables 05,050000 of the design by Aha. e.es sza. Bean bearing shat be 3'minimum. Siting:11 gage roofing nal Sheet Sent spacing 3 16"O.C. he 01 10 WOOD REPAIR NOTES 1 AI-Corer Sheol/vkiYly Map Lath:type per ASTM C 1063 requirements Installation steal be In accortlance with the mmfactuer's instructions. 2A1•Notes spacing®I6'O.C.FlaRonfd to studs z T O.C.Vertical provide adegoate sharing to support structure to rerndn peer to catpleting repats.Remove al add 2A2-Notes Mods from members to remain prior t0 connecting new framingelements. 06 16 W SHEATHING 2A3-Holes Trim:As per the manufactures requarnenis SAl-Plan Ma SheatNng shill be removed where Its surface can be probed too depth gaoler than 1/8'with a flat Extents,oat sheathing shat be 17/37 Watt COX plywood a oriented strand board a approvetl eq ivulent. "2-Plan view Sheathing:son head screw driver under hand pressure. Roof sheathing shell be 17/32'thick COX plywood or cpproved egSAO-%gin View uivdent. Roof sheathing:8d ring-shank ndls Spacing O('O.C.Edges, Framing shill be replaced where where its surface can be probed to a depth greater than 3/8"with a flat 4.01-Elevation g ges,w/15'd rod/deck edge 8 sheet perimeters heotl screw driver under mora Floor sheathing shall be 23/32-iinch tel tongue and goove c-c plywood. 0.05-Elewnon Spacing$t 7'O.G.Intermediate framing members pressure a where greeter than 20%section Ions has occurred. 4,03-Elevation Floor sheathing:10d ring-shank nods Spacing^a ti'O.C.to at supporting oaring members. Remove dl deteriorated or mold loden wood members in full length segments.Do notRoot sheathing points and horning support shill be glued. &01-Dela& g amen splice fpmMy503-Octet Exterior wall sheathing Btl hells contiguous members without the approvd Of the Engineer. SAB-Dela& ^g interior wall sheathing shat be 1/7 a 5/e"Mak gypsum oat boatl.Ito match the ofgYtol). 5.00-Details $posing 0('O.C.Edges.first floor Remove di deteriorated on mold s d lheaMng such not t both d original portions of the SAS-Debar 3('O.C.Edges,second floor and dove new anAN sheets shell bee the sl of Spacing 0 I Z'O.C.Intermediate framing members sheathing span a minimum d(3)framing members. sheeting arty o approved lasting s+yer ray. SA•Deta h Intend gypsum wdl board sheathing:6d not or kg course threaded screws horning d Remove and replace at deteriorated trim components In kind. 1plywood with up plywoowith face gain perpendcular to supports.Slogger joints. SAB-Deck 6 4"O.C.TO dl ning members,where part a sheer wall S.09-Deb& Spacing 0 6"O.C.To at framing members.elsewhere Splice double top plates a minimum of the stud pacing,where replacement is required. Gap roof and wallsheathing a minimum of I/8"at al butt)inti.Support unblocked butt joints with Ammon 5,10-De.' PSCL dips 0 16"O.C. Fastener substitutions: 0606 10 WOOD CONNECTORS Praude docking at a1 shear wal sheathing butt joints. All nails are common noils,unless noted olherwlse.The following fasteners ore arum, acceptable substitutions.The dfemate fasteners shell be spaced at the sane All fastening not noted shall be per typied detdl or code requirements IFBC Tole 2304.9.11. 07 10 16 FLUID APPLIED ROOF MEMBRANE rr 4esnpt., spacing a,the,Che Weed fasteners. All fastenings to presematke heated wood shall be stainless steel a Grade D Gdvanaed per ASTM A 123. • toms mew.. Scheduled Fastener SEE SPECIFICATIONS. All fastenings to exposed the the exterior shat be illness sleet . 8t carman nail &1 ring shank noil 07 20 W INSULATION ed screw shank nil Po61on fasteners 3/8"horn the edge of panels/borrds.Position fasteners a minimum of 7'horn cornets of els. Al Insulation shall be us-facet fiberglass bathcompliant with bed buldng authority repiremenh.pan -- 10d common nail 10d ring shank nail Minimum R values ore as tallows: 10d screw shank nail Wood strapping end anchorage connectors shall be as manufactured by Simpson Strong-Tie Company.Inc. Minimum wall insulation that be R 13 Or other mawfoctuer with current and equivalent I.C.B.O.Approval, 6d node,ndl k6 x 1 h/('type s or w drywall screw Straps al secured with sirnia material fasteners. Minimum floor insulation stool be R 19 screw. nal Structural Coreectlera Or details that ae not spedfled In the repdr documents shell be constructed asshown on the ariglnd Construction documents. All Ampson or approved equivalent valent wood andharoge and strapping deuces shat be aided in strict Minimum roof insulation shat be R 38 accordance with the mon factures specifications. Provide navenpavdng foam Insulation Want the perimeter of at ferestrotiaa to the oy«ent homing 2.0 1 AN Kitt or approved equivalent anchors shall be Instated in strict 0Ccadane with the manufacturers Provide foann insulation at at war cashes that carrot be adegKfely insulated with bans. specifications. 07 24 00 EIFS BANDS 07 25 00 WEATHER RESISTANT BARRIER 09 22 00 STUCCO alto Polymer modified base and finish coot mderid shdl be as mmufaclved by Drydl.Sto or Florida A Mod Inspection of the WRB is required upon 100%completion and prior to installation of my veneer. Stucco snot be applied over the WRB,furring,felt paper and mend loth in strict accordance with ASTM engineering company Product Approved edevdent. C 926 and ASTM C 1063 and the PCA Plaster/Stucco Mon ural. certificate of authoraol ion no.29095 Surface texture shay be as desired by the owner. Alternate:BASF Enershield mco eseint«ced.lour]applied WRB system,installed In strict accordance with the WM1vw.altaengineeringco.COm manulgctsxers instructions,may be substituted for the drove sheet good WRB. Lath shd be 34 lb/sf self furring gdvaosed steel danond mesh compiant w/ASTM C 847 or BASF 11329 distribution avenue west perm°lath or approved libergloss equivdent, aCkiOnville.nada 32256 EPS bands shill be back wrapped with reinforcing mesh along dl edges and termindions. i Steel lath shill be secured w/gdvan¢ed on head screws.Do not use staples or nails.Do not compress Mesh shall be 4.3 ox at rand above the 2nd floor line and 20 of at the fest floor. 07 6200 SHEET METAL furring during fastener instillation. EPS band shall comply with ASTM E 2430. Al aluminum flashing shall be 6063-152,asodsed or powder coated and compliant with AAMA 2605. Fiberglass lath shall be secured with washer head screws per the manufacturers Instructions. Tightly butt di EPS joints.Rasp surface of entire band and across joints to create a continuous and AN stainless steel flashing shall be AISI 4316 All stucco accessories shall be plastic. x"TNNA smooth transition. Installation shall comply with the Sheet Mend and Ak Cmdtiorig Contracts Natrocd Associdlon.Inc. Draining accessories shill have solid verticil flanges. Building Envelope Bands shd have a minimum surtoce slope of 61:517'.Alter existing band profiles to comply with this SMACNA Arch ilecturd Sheet Metd Manual. requirement. Fell shdl be No.15. Repairs Al flashings shdl be sloped to provide drainage to the newest edge. Bonds shill be secured with a full bedding of base coat aasesive to the brown cod of the stucco clad Paper booked lath shall not be used. we,prior to the application of point.Prime the wall as recommended by the EIFS manufacturer prior to Si flashing thickness:0.037' tri. adnasion. Furring shall be BASF Dronage Md DF.Ste 81206 DradScreen OrdnOge Mat.W aterW ay 971AA or End don thickness:0.037 approved plastic eg ivdent with a mirtimun profile of 1/flitch. Via Mare Instdbtion shd be n accordance with AAM C 1397 and the manufacturers recommendations. Dnp edge thickness:0020" Control joints snag not be rigidy secured to the substrate.Control fonts must be secured by wire-Heng 333-363 Ahern Street Butterfly mesh shill be used at of perpendculo band Intersections. to the lath. Atlantic Beach,FL 32233 Prime all surfaces la receive sedan?.Do not sed to finish coat. AN flashing shat be secured with like mato!«starless steel Ialeners.All exposed fasteners shall be capped with sedanl. AN plastic accessories and grounds shill be sealed at their intersections old abutments prior to application of stucco. Provide a minirnxn of 3/4-inch space to and°and Penetrations. All exposed edges shat contain a 1/7 hem. Ai bands shall be applied to the surface of the brown cod. Bands shat reflect control joints in stucco substrate,using 3/8inch gaps filled with backer rod and Al verticil terminations shall contain a 1/7 60-degreehemmed edge.drip All stucco terminations or abutments to dissimilar materials shat be with plastic accessories with a Hashing segment lops shat be o minimum of Ainches,set in(3)transverse,continuous beads of sealant. minimtxn pop of 3/13-inch"to Sow for the instdldion of a backed sealant joint. Isolate as dssimila matend Ips and abutments with a generous layer of bituminous marcor load Al base of wag stucco terminations shat have drdn provisions complanf with the Norncwest Wag and rubberized asphalt flashing tape. Ceding Bureau typicd details. 07 25 00 WEATHER RESISTANT BARRIER Do not solder,mechanically attach or otherwise'Mid/secure lapped flashing segments. Stucco texture shat match the eidsting.Where repairs ore completed,existing texture shall be removed WRB and associated flashing tapes shill be Typo MetroW rp or approved spun-bond equivdent. and new texture shdl be continued to the next plane charge/or will dsruptim. instilled in strict accordance with the mawfacturei s requirements. Lop end dans under continuous flashing segments. Stucco shat be moist cured by togging twice doily to the first 3 days after installation. Furring between the WEB and clocking shall be pouded for dl veneers.Furring shall be BASF ddnage Mat OF.Sto 81208 DreinScreen Drainoge Mat,Waterway 97140 or approved plastic 07 9000 SEALANTS equivalent with a minimum profile of I/4-inch and a sonace fabric. Plastic comer goads by W aterblack a equivdent shill be used al the sill corners ofd and tl Al exterior sealants shat be Sikdtex 151.44 or approved equivdent polyurethane sealant unless eFL Nov. re a+ e window penetrations.Do not use flexible flashing lope to wrap 3-sided fenestration openings. otherwise specified. Sheet Index Brush grade sedanl shall be BASF textured patching compound or approved egulvdenr. 1.01-Cover Sheet/vicinity Map DuPont gexwrp,Types Hashing Flex or equivdent tape shat be insncletl d dl curved solaces2.01-Notes requiring flashing. Meld to meld sealants shag be Dow 791 a approved equivdent. 2.02-Notes 2.03-Notes Tape dl seams and joints.Do no use seam tope for any other purpose than loping WRB seams. All backer rod smolt be dud-cell. 101-Plon View S.A.E.shat be used al dlother WRB joints and terminations. 3.02-Plan view 3.03-Pion View Al fenestrations shill be furred a minimum of 1/8-inch away from the WEB so as to clow for drdBond breaker tnage ape shat be as mond actured by Pecora or approved equivdent.Width,as regired to 3.04-Plan Yew of a leaking lenesirdion onto and down the vereicd fore of the WEB. Probed,/bock joint, 4.01-Elevation flashing tape sound fenestrations shill be 9-inches wide. Joint prepaatim,cleaning and instillation shat be in strict accordance with the manufacturers 4.03-Elevation .03-Elevation instructions end ASTM C 1193. 5.01-Deta1 Any aid a tope which does not adhere to the WRB or penetrating element std be removed and -Details yeasty conpddb�ny d sealant or the requirement of primers wash dl subsides to be sealed with the replaced. 1.03-Detailsmanufacturer. 1.05-Detdf If sealant is 01 Tashi behind toe.lenestrdioneins.dl overage or sealant residue std be removed pia to Clean aA areas to be sealed to remove dl laitance 5.05-Deta1 installation of flashing tope. 5.06-Details 5.07-Details WRB stoNbe secured using button cop mils.Fastening shat be minimal and compliant With the sedmts shall be tooled smooth.strdght aid uniform.Use lope to ensure straight lines and tl to prevent 5.041•Deta1 onulsac macturer i requirements. stray sedanl overpes. 5. b 10-Details-Deta Stades Of any kind shall not be used to secure the WRB in any way.Any tasteners other than button Al sealant joints shat be backed with bond bearer tope or backer rod 5.1 cops sM1dl be conceded with seam tope prix to installation of the veneer. Sedants shill be of on approved profile and provide the minimum bond face required by the W edher barter shill be Inst died as on Sr barrier antl shat wrap the lop plate and be seded to slab. manufacturer, wank • Al penetrations shag be sealed to the WRB in air and water-light Ias/Son.compliant with the Remove dl sealant spills and overages from building surfaces. ,.. cler. manuf s requirements,The use of Soloed accessories is required.Nan-tlmged MEP Al polyurethane fGdmis shill be pointed. - it xu rose-oft penetrations shall be fit with Gloickan « llash flashing panels by Weatherproofing Products,Inc. approved equivdent. Al flashing laps shill be mechanicdy overlapped,oaiesive lops snag not be considered adequate. 0895 16 EXHAUST VENTS Any and ag imbed eclions,cuts.rips.tears,punctures Of Other defects shat be covered with flashing Dryer vents shall be two-piece components that contain a flange which can be integrated with the tape prior to instillation of the veneer. WRB and an extend shroud which can be sealed to the surface of the wdl cladding. - Al gable vent rough operdngs shall be pan fleshed and integrated with the WRB in similar fashion to Al dryer vents shdl contdn back-draft danpers and shat not contain screens. window openings. iwn The WRB shat extend a minimum of 3-inches behind d roof fascia to waft abutments. Penetration d the dyer vent pipe shall be Ire coked sound its perimeter to the wall substrate. s 2.02 09 91 CO PAINTING a I t a Pontt nt applied to ferrous metal shat be coot of CoroteV131 Uaversd Alkyd Metal engineering company Primer fdlowed by(1)coal of Corotech 0331 AcrNk DTM Se ss Pant or certificate of engautneeringcorization no.29095 Sera-gloss approved eq,6vdent point system. 1329 rn 11329 dis avenue w Point applied to stucco shall be 111 coot of Benjamin Moore Dub Ultra Spec satin finish over(2) jacksonville,florida 32256 coats of Ber>janin Moore 055 Super Spec Masonry Elastonlerlc over(1)coot of Benjamin Moore 066 Acrygc Masonry Seder(if required by the mfg.)or approved equivalent elastomeric paint system. Paint applied to wood shall be 12)coats BePanin Moore Ultra Spec EXT House Pant 0448 over(I) PM«1 ran+: oat of Benjamin Moore 094 Fresh Stat Alkyd Primer(if over new wood or If required by the manufacturer on previously pointed wood)or approved equivalent paint system. Building Envelope Prepare all meta surfaces to receive paint to on SSPC-3 finish. Repairs Clean,sand,wash and prime all existing surfaces to be panted to remove all surface Idionce per the manufacture's requirements.All existing scaled or delaminated print shall be removed by tert means necessary. Stucco shill be permitted to cure for 28-days prior to panting.Prior to printing,al plastic Via Mare sMnkage cracks shill be detailed with brush-erode sedan per the manufacture's instructions. 333-363 Ahem Street Taro core to force sedant into the depth of the dock. Atlantic Beach,FL 32233 Prior to pointing dl dssimgor material abutments and dl similar mated abutments shall be seded with a properly profiled and backed high-quality polyurethone sedont.All sedans shill be continuous and tooled. Protect surfaces not to be panted.Contracts shill be responsible for cleaning or replacing dl property affected by over spray. Prime surfaces(new and edstingl per the manufacture's reuanmendotions. Point and coatings shdl be instilled in strict accordance with the manufacture's specifications and Shall be suitable for use over the substrate applied. Cola shill be as selected by the owner. Finished pant surface shdl be smooth and free of streala,dips,pies,brush end maks,off-cola areas or omitted dem. Color shill match the existing appearance of the bulking. Brett D.Newt,. RPE.-4 tto Point shag be applied to cover the entire plana wall surface If any portion of the wdl plane is repaired or affected by the repair work.Pant application shdl be vertically and laterally Sheet Inde,: extended to the newest interior a exterior corner(laterally)and the soffit or Qound(verticdly). 1.0- ova Sheettan y Mao 201-Notes 2.02-Notes 203-Notes 301-Plan Vow 3.002-Plan Yew 3.03-Plan View 3.04-Plan View 4.01-Elevation 4.03- evon 4.03-EElevation 5.01-Details 5.02 Details 5.03-Details 5.04-Details 5.05-Details 5.06-Details 5.07-Details 5.08 Details 5.09-Details 5.10-Details .w. 44rryrbn • 11615 remi,eM 2.03 alta engineering company certificate of authorization no.29095 www.altaengineeringco.com 11329 distribution avenue west �....-- di-� .,rw -_ _ rr_�..-..-,- -.-_ .m.eoocsonville.flor`daw32256 — d c ee� 1Y,4 slo 1, t Li 0 , -- -77----1-- ft . ------A.7,-------t p-7- r 40' Q' §3 4 _.A.: r 11 c-I-1-r-r I Building Envelope 111 t I 1 f f -�'1 'R.AvArAZiO_. •rr .a.. 7. �� ♦ ,� •1�x, .._ Repairs '' 41104: �j ' Z � n►�A�P Rea t'S 1 � ��> �� ,1 I i V 1 a� j0 ,€ org _�j- >, M� > .,t. -R1 ! + 1 i =_ Ho AI333-363 Ahern Street or. *.44P E.„, I • v t. 333 1* 0 ii. 1,___! 014; pr 2 N i C -- a (S ri,,,„,,i, is Beach.FL 32233 \F.-— -1, _,,,,,,,. : .,..,; . ...... , ., y Y A �... * ' ~. :1 w F& :o -.-- #` * 44, Ott -4;7;4, - ,. -,. i it 1,4N ,izt NI.c.ilt 14 , )m '__ _J.1---.1 s �1 l p th .,,v Z -``n...4. - c �' I O 1 II • •-•1 t) 1- I 1 1 ;.D Z k 1 p 1 i . ...ii- ..,.„ ,i .eri; i 1.01 L -Cove:1 /v tywrap 2.01-Notes VIII C> 1 1 N - tri : h I, �,7 Pr•. 3.02-Plan View ///��� Vs //Y��'��� `y Et 3.03-Plan View �t /r vYV iW5 ;' `�•• r ` Q� �' 3.04-Plan View U N 1 403-Elevation L r-y t ® 'Mi i-+. r - :J 4.03-Elevation Ir. fVi',i ; - .. - ar'!aT Ti me40 .ram�a'R.��r . ..•Y.-� 5.01-Details Y ,- Yi� `J... .� .r t t S I: ... '8 • 5.02-Details are q �Jr V IP .0 '�` 5.03-Details >' :CAI1•11•11k r-. U T•pp ■■ t I y 5.04-Details I -fid. VIN �/ ` 11i ' 11111. # i'1` L Y 5.05.Details r .l - [ •• L. t �y p�T L t t 7 t 11 So,:o�;ah r�. ���tiL®! •• .. • - '��.�` i� '� -1C..l'_"r-: '•-i�- V.1�- J._L_L S:i J _.•.'1._-__., 5.08-Details ) SOC-Details i — >A 1'i -iii,J ..7—.77— A-3 -"-......-4:,,,7-I -----r-1--- ---..-6----1---..., - MMM"` � 1 � s.10-Demo: J. .t 4 1 4 _�". 1.P _ d. .014 ...��....i.. 1 ~` ere f�.sG� tIr 4 ekror� 1 xis ra n..ar. 1 -FIRST FLOOR-PLAN VIEW n.t.s. 3.01 alta Remove swing door from opening. Remove existing deck sheathing. Remove and replace faux columns engineering company Install new sill pan.Reinstall door. ,,, Install new sheathing on furring strips certificate of outhothation no.29095 Seal jamb to threshold joints covered with new fluid applied membrane. www.altoengineeringco.com 11329 distribution avenue west jacksonNlk.florido 32256 Cr _ N__ _ .N.�.. _f •$ •~ _—.t.... __J I/ s-( 4.4411:0_,_ 7rQ •J .rte. • 1 j ���r I r I Building Envelope co _0i ■uuii ''- - • .��, �.5.=�-.�� Repairs I to L. hin <i)111111111 y q4,5 lilt Via Mare yy e 333363 Ahem Street �, i 1 ,�.\+ 0 ' ° ' �J '� Atlantic Beach,FL 32733 ljr 111=11 t la. , . ,:. --rec kiiks-AVI Lii' _illiri _ •�_ t= _ ` � r a' =� i ' fir. 1• , f ,- Z DI �, _!,Y �G: d ri-iiiiri !,10 b pr4 —5" 7111/1111111111 th R.PE 62476 O �;, �� �' tun r Sheet Index: 1.01-CoverSMal/NcYrly Mop u� c, .,:7, • Rlf.. 2.01-Note, ..) L 0,�1 �f� A 2.02-Nola, Mz I Z 2.03.Notes ....71, //�� 4•'e 3.01-Plan New >. .. I V• 165:6 > ! 3.02.Flan New ��' 1". I t – 3.0J-Plan New y..,._--. .... —.I — 1{. A /� f yp• 3.01.Plan New 4 .�'..,,...._ r"_ F–I IT/ 1-w ^'1 .... .01-9evaflon 1.0J-Bevation 4.03-Bevation 1 _ s.01-Detob '�.' • _ _ __ '� 5.02-Details t11 1 _>;'.d� IL1 ... . - inn - e Cils �.^__ iIIi1iiUp ,49 . ...... Remove and reinstall door assembly over new sill pan,typ. / Install new diverter flashings,typ.to all balcony to wall interfaces .q .1d 1 -SECOND FLOOR-PLAN VIEW p Remove and replace deck and n.t.s. waterproof membrane Swing door to receive new sill pan 3.02 alta Remove swing door from opening. Remove existing deck sheathing. Remove and replace faux columns engineering company Install new sill pan.Reinstall door. Install new sheathing on tuning strips certlfcate of authorization no.29095 Seal jamb to threshold joints covered with new fluid applied membrane. www.auaengineeringco.corn 11329 distribution avenue west �j Jacksonville.florid°32256 3-44 v\. '1—'74.—• 'i17 to j•J ` J- • JJ f'j �T {7 �M1 -— - ~ Building Envelope rw Repairs ffril. 41 N __ ��. ■•.� y ^.ME s �H a J'.. ,r1 Via Mare sa 'V �- 01 li .....• a L-� QO TO, 'l f 3 ` 333363 Ahem Street I ✓ ! �I , � I . 4 ,.,�Q -- 1 ;, I 1 Atlantic Beach.FL322J3 U •,,,.. — Zr W VW., t 5.09 N 4hf$T --�, ,p., 17_. j^I-_ I 1 �� 5.06 i -� 111111117 tit 4' ,..' • g .. . i md, 1 ii,1 ® Ili -, M -1J � r - } A — i t— t-t �., I }2s . MEM r7E ewlo N.n aM1 —f I I e I u ( }'^ ] I _ RPE 6106 1 0rZ./.. st /'y��/ /�^�/ 1 At �_ _ �y�..__ 1�� r S1.D1-Cover heet Index: G� I by I_, dl�! VI j l `� 1' w 0.�►-� '] _ (w/�• .A ]01-Notes Sheet/YClnily Map W _ .02-Notes j ..t-rt ,t•j i 2.03-Notes 3.01-Plan Mew M ./ 1.— y_ ._ ..-.._.. ' I, 4P.. -4—I 3.02-Plan View Cat GG77 tV, r // O x �e I N- `.01-Dev Yew �-y 2 t ti yp� > ---. 3.03-Plan Mew .O D,.BePlaiia 4J r V 1 4.03-Elevation yyyy,� I , 4D3-Elevation W 1_{'"--`�e-,a. i�� '._. IIS,.,. 5.01-Delaih lls + r/e— 1 f 1f"7S' +f• J'.s�"� 5.02- -Deta l•) —� i .l'I <NJ C/ y� 5.04-Details J 1 V �J 4> 1 ;i SDS-Delaih 4 � / 546-Details SDI-Delaih / 5.00-Details 1—.-..3 ��,.�- _ _. 5J39-Details T { �.. -...�._�__...�.. 4.-aii� .'_�.. s.l x-Delaih ReAlein rev. 0a. axcnialian Remove and reinstall door assembly over new sill pan,typ. Install new diverter flashings,typ.to all balcony to wall interfaces I "0, `"'"""°9 Legend I' Remove and replace deck and 1 -THIRD FLOOR-PLAN VIEW waterproof membrane n.t.s. Swing door to receive Duet new sill pan 3.03 alto engineering company Install new diverter(lashings,typ. Remove existing deck sheathing. certificate of authorization no.25 to all balcony To wall interfaces Install new sheathing on furring strips 11329 du distribution av x� t covered with new fluid applied membrane. jocksonville,fbrida 32256 • � a..s �t ; N --�� )--�. I——77-'1 P�1�e�. -b—--- r t� 1iti Building Envelope S !!) Repairs 0 rel 1.5/ ----f ,:ri ..„. _1 ..,_. qqoi 5' 1 . , k, 3 s ru ! O ii= Via Mare t. —� 1 "� 333-363 Ahern Street 3 Atlantic Beach.FL 32233 `-- _� l p f —� I I (�� _ iiiiE oa iri !l'ia:is 1 jto b I t i .i. ,_....A._ . [ -,,, -- 1 i ki____.., t. I I. 0.PE 6b>6 t. _ I` S---, Steel Index:ell t 1.01-Cover Sheet/Vicinity Map 2.01-Notes 1111 2.02-Note, I* I 3.03-Norm • ( 3.01-Plan view 3.02-Pion V w .II 3.03-Plan New 3.04-Mon View .51.•10°°3°2" .Ol-BevWbn 5.''C e 1 •.03-Bevotkrn .03-Bevotbn 1l_..�- 1 ! r.-. . ...�..r 1, n. 7 s.D1-Detaa, J_ 5.03-Details 7 ;. -�—..�.... 1 -.y�__.� 1 .1....7...-7, 2 5.05-Detp6 * 1 J te� "" I 5 i� 506-Details t 5.07-Details �' 5.09-Details -. �-► ... _ l..w I _ _—_ l•J .�_ 5.0,-Details l 5.10-0.036 +s # J-� vt a Mowenr 11KIS ....as Legend \ -- Temporarily displace coping to allow for Remove and replace stucco from full installation of new stucco height interior perimeter of roof top deck i' Building envelope repair location Swing door location 1 -ROOF-PLAN VIEW n.t.s. ,,,•., Remove and replace stucco MEon interior perimeter of rooftop balcony walls 3.04 alto engineering company certificate of authorization no.29095 www.altaengineeringco.com 113229 distribution avenue wrest Remove,salvage and reinstall coping cap Remove and replace EPS band around all windows and doors,typ. Remove and replace stucco,typ. Jackson 11e.Florida 32256 (::::> 5.04 ,..........i tr.F.'"un - - - Alk / Ark Typ' 4001 RMUR ,�4 a.,©11 f ' 1111111111111111 ifrA r -we,-_______ ___ / `f.� _ Building Envelope _..,. _ .... �'aw='� � � • Repairs -+•..� iii,aft'I , {.: ..._�.i�1 ,,..imam. •1 ••^'� * i. I AP w - ��C • 'v .�. � � 'aft Via Mare /.r, �'^'''� 333-363 Ahem Street ANN'/ { I f..r,• j i Atlantic Beach.FL 32233 0/00 /� i L Lam., [ J LE' hh----14 . � ' II 4414.1 Z..dromprAl'Irl„. ® ice. r „,r, ink i 1.g.1, MP w •.n D.Nee. ',, 7 0.R{L){ Sheet Index: 1 . ,1 !II ,/ 501 %• J ! f r 2 :Not:ssee111141•Ibeessee,,r_, ill3.01-Plan Mew..'' 4 ..�'..r..-_.. 1 '-_`��_ _ —__- - Y 3A7.Pion view 1:... ' 1 -^-- ----�--�- 3AS-Plan Mew tri i 1. ` 3A{-Plan View V'N"..r.. ,DI-Elevation 5.06 ti , w-eevotion 0 t J SDI-Details 5D]-Details 5A7-Details -IQ. �/l7t)Nr‘'r—.-- � SAS-Dataib 5Ae-Details 5A]-De ails • SDB-Dataib :tl ,s.nn.� ■ • '� SDV-Details .,'”—we Wm 44••••=444.401141m. , er - N• � ���e�l—..- S.10.DelaM Leaend \ Remove 6'of stucco from base of framed - wall to install new through-wall flashing,typ. WIRemove and replace stucco - - Remove and replace EPS band Remove stucco band and install new through-wall flashing 1 -EAST ELEVATION n.t.s. Remove and replace roof deck and membrane 4.01 alta engineering company certificate of authorization no.29095 www.oltoengineeringcbcom 11329 distribution avenue west jacksonville.florid°32256 Ng7VP "Vsereepnante,erre,renomwrese•., Prop.&Norm: _ TJ4 SI tt -r Building Envelope I Repairs :1' i 1 i i lb... .....„,...... . Ice: t1911.27---....." .....,..... •• ..• ..........."...A.....'"..•• '''' ..-..... ... • 11.7W•• ••-••••-..-...- A. • ja• .7.377IVI*31 • Th 4., uii): a•N., 7 _ ... - -um r;ii • V 441.... 1 , a-crirrtratint Via Mare i .,....1 333-363 Ahem Street Xigili.7 r i 0 , --t 1 Atlantic Beach,FL 32233 I .....7..........7--.....7 [11 1 t: i L 1 Iiii I r-1.- i l.— ' II t p- r.-.7....1 L ] .....,,, ...... i 2._ ,1 , Nor .,- _ _ __ _t , .',,...L2...,__ _ L 114402.4141 ..--.....,.................4- - -;.,....... .... . 5.20 7 .... 1 ,1 1 i 1 r. i ---1 aik Li 1 I.0...le 1 YON.I .........-.../ i i 5.07 tYP. 0 11 .-.17'.:' Will it PE 62476 Sheet Index: 1 ...ea 111,1111 Ett: _.11.,_,.__73103..„..............11' eiret.21w, 1.01-Cover Sheet 0/1cinity Map 2.01-Notes 2.02-Notes ..,.•-tw......-........ _,.. Z 11111111 2.03-Notes 1 7.7.a." .. -................ ...---...--....----......Z. 3.02-Plan View .......T................. ..- *,....."e';f1 ' r ' .--- 3.03-Plan View ........." ••••"`"...... ........4444.4. 4 l, LI ,...1 . [ .1 I] . 3 141:..elE I e.1 c vvn Et,oioe nnw 4.03-Elevation 5.01-Details 5.02-Details 5.03-Details I _et Grac4.06----DDetai;4- :: 50:-De15 -D . - -- — --- .. . . aitV Details I lee..., Legend, • 1,3•13 ......./ la rigi Remove and replace stucco Remove and replace EPS band Remove stucco band and install 1 -WEST ELEVATION new through-wall flashing n.t.s. Remove and replace roof . .. deck and membrane 4.02 _ , • alto engineering company cerliricale of authorization no.29095 www.alteengineerinpco.com 11329 distribution avenue west jocksonville.florid°32256 ha.rr w. Alk ti _ r,1` .� " . _ o'-a - .�.__ _ .__... _. __ Building Envelope .A0• 'pi,/,". will iws rv..cc ��6!_' "�II ©�� ,tRem irs Via Mare r �-� •, / Ill •�%/11 Atlantic 33-3 3Aher Fr32233 reet me 0 WRI14.1%;&‘"A 7/A /..,t. ,041 . 1:4 NI '1 iinizi � I ®, V _ iiri / I Sheer Inde.: 1.01-Cover ap r��• r� ie•e+- 440'. I I li_... _ III I,..I �I1II'!I,�'����I 'l�� I I 2.03-Notes t.SIM.1/Nc M �+ I �. ]DI-Neta. Y .. _ - _ ., �i tam AbY 202-Nolen ..Y �r .. — `� - .i.��-fie :� 301-%m Mow Y .-.+ \.I• 303-Plan View aure.ww. �. •`;�:Z'�. ;•kh�. - - 3N-Plan anew .01-Elevation .—ttE� 4 ..a+F..•. i;p' k --,.,i•• Alik ..a-Plan New ,�_-.Y' 1 �,.^h''• �; r"`� F•�� 443-Boeotian �• II■I� .f..c f ;•.o.:ti;:•^ - . Y.o3-eevoron wa { R I I i\\�., � f;� a 541•DetoN •>M �� �' '�{"+: r f, SN-Data: ils SD1-Detah W I 5.05-Details ' MIME l� if 5.06-Details _ in. 11,—...21..s.. - t-_ .^ �__^..wit IrrL _ . ._ _. -f.w' 11111 i1 n .....^ ..,..r �r - - -- a _• 5.07-Details 1 1 y 5.0E1-Details ������' 5.09-Detoils 5.10-Details Legend Remove and reinstall ,,„• - door over new sill pan NMRemove and replace stucco Remove and replace EPS band Remove stucco band and install 1 -SOUTH ELEVATION new through-wall flashing 2-NORTH ELEVATION -- n.t.s. Remove and replace roof n.t^s^ deck and membrane Swing door to receive new threshold 4.03 • • Window,seal jamb to a I t a sill intersections if Waterblock plastic corner guard or equiv., original window typ.ea.Corner,beyond engineercertificate ofringIzation company 5 reinstalled www.oltaengineeringco.com Silicone sealant Seal entire frame perimeter to WRB/tape 11329 distribution avenue west Stool,to match Non-expanding foam insulation Self adhesive flashing tape over corner Jacksonville,fbrida 32256 existing guard,extend full height of jamb i'sealant over backer rod weae.m� ^•�+•�« Sealant @ waterproof Woterblock plastic corner guard or equiv., membrane lap ■ typ.ea.caner,beyond ny.a Noe.: • Sealant,do not block weeps Wall framing , WRB,wrap into opening at jambs and sill `V 1. ♦•, Self adhesive flashing tape(width per Wall framing I Building Envelope ishs ®i1e`(L > manuf.Req.)extend vertically onto jambs Non-expanding I Sealant Repairs ;—, \ 7�� w foam insulation lar IIIMI�1 Seal adhesivee frame Perim tape WRB/tape. ��� Wall sheathing f Self flashing (width per Via Mare I ]]���I i 6'5f"Stucco clad,EPS band, manuf.Req.) i1 w/fiber lass mesh reinf. , 333-363 Ahem Street 9 Furring / � 3/e"sealant over backer rod joint Atlantic Beach,FL 32233 Ilit I I/8 discontinuous furring(behind window fin) �'■ {x _ window • WRB,wrap Into opening at Jambs and sill . Iii •TIMIIa J` 3/B"Sealant cont. Casing bead w��lr. /8" ' Stucco 6211"Stucco clad,EPS band, Furring(tape to sill fin,if faced) Casing bead/8" mesh reinf. Lath Sealant Stucco / Wall sheathing,remove and replace as Lath req. • 2-SECTION: WINDOW JAMB DETAIL-STUCCO 1 -SECTION: WINDOWSILL DETAIL-STUCCO Scale:3"=1'-0•• we 0..0 Scale:3"=1'-0" rtre6z.2e sheet Index: 1.D1-Cover Sheet/Vicinity Map 2.01-Note, Furring 2.02-Notes Sealant 2.03-Notes oral.Plan view WRB,shingle over head fin,tape cut 3.02-Plan View Nonexpanding corners per manuf.Tape to head flashing Furring w/facing Wall framing 303-Plan New 4 Sheathin .a h-Flan view foam Insulation Wall framing 9 .o1-Flan Me Wall sheathing r / Sheathing / WRB,secure top flap w/seam tape a.o3-aevatlan • IIS i Lath t1 ii') li WRB,secure top flap w/seam tape I Stucco over lath and tuning sol-De+w, 'I sot-oeran: i � N so3-DerOns 'd/ tl' Stucco over lath,telt d furring il s.o.-De+oos Stucco o 505•Derons IFOIr / y ,� Casing bead 5.06-Delaiis Casing bead w/weeps 8 + DuPont flex wrap tape a equiv. I DuPont flex wrap tape a equiv. s.m-Dem. solid vertical leg 1 s.oe-De:Oils (tape to sheathing only along / (tape to sheathing only abng 5.10-Delaiis Head flashing w/hemmed edge top half radius) top half radius) 5.09-Delaiis $!1117.1 I !/ Sealant Sealant 6'X1"Stucco clad,EPS band °Ii / Exi ' conden tion drain, • 1/ 1 ;Iw/fiberglass mesh reinforcement and r. Flex wrap tape into opening along bottom F7i/ sing 1'pvc ry sa'!,1� =q l sloped head L.L.:�f., half of radius �� _ extend as neccessa I� Mead flashing end dam,beyond \ 1 Flashing tape i_,_ �� _ , Wall framing ' F,ejfi• �I g • 2:1 drip slope 1,1 X91 2-Piece exhaust vent shroud,w/ 1 1 Drywall return I damper I � Seal entire 1/8"open gap w/disrupted sealant joint 1 New sealant Sealant frame Perim. w/(3)1"evenly spaced weeps i New sealant Window , DuPont flex wrap tape or equiv. DuPont flex wrap tape a equiv.Sealant 3-SECTION: WINDOW HEAD DETAIL-STUCCO 4-SECTION: EXHAUST VENT PENETRATION-STUCCO 5-SECTION: CONDENSATE PENETRATION 5.01 Scale:3"=1'-0•' Scale:1-1/2"=1'-0" Scale:1-1/7=11-0" • alto V engineering• company certificate of c on no.29095 Existing framing wvnv.altoengineeringco.com New WRB 11329 distribution avenue west j II • t Existing sheathing iacksonville.florda32256 New WRB Existing framing I New 6"S.A.F tape Existing sheathing • �. New felt '`[ New furring / New 6"S.A.F tape T- 11`°01 New Lath era.Nemo / t • New furring ..� III♦ New stucco � New Lath Existing WRB,salvage 6"past corner ��' . Building Envebpe l�i�; New stucco e 6pastco !!dEE ::fT:::as*cO orner / ► Sealant Existin stucco AL IL ., �4( �• Via snare i'e� 9 /_/ty_ t/�t�<�J Existing corner bead 333-363 neem street /.{.• -— • ntlanhc Beach.F132233 / �: ////////,'//. //i// //... Existing WRB,salvage 6"past corner Existing grade D paper,salvage 6"past corner Existing lath,salvage 6"past corner Existing stucco 2-NEW TO EXISTING STUCCO TRANSITION @ OUTSIDE CORNER Scale:3"=1'-0" 1 NEW TO EXISTING STUCCO TRANSITION @ INSIDE CORNER 6206 Scale:3'=1'-0" Sheet Index: 1.01.Cover Wall framing 2x1-Notes Sheet/NCNry Mop 2.02-Notes Sheathing 2.03-0e10, I,LLr�I' Stucco SD2-Plan New 11�i;r . Felt(if funis is un-faced) 3N-Plane w 9 .a,-Plan vow .o-9evotbn Wire tie new lath to existing control joint •.03-Elevation 5x1-Devason II Seal full de Th of access 5al-DetWs I P orysae-betonEx sting WRB.Salvage for 6"beyond Cut edge of stucco, ew sealant over backer rod New lath ! at abutments and terminations ails sa-Detstucco cut line edge thoroughly clean and prime ties-betel New casing bead(size to match 5x6-Defoe Existing grade D paper.Salvage 6" ►p-� 5.w.Detole existing stucco thickness) 1 sae- etaa beyond stucco cut line\‘,. New furring SII 1 saP- .foSr Existing lath New stucco I •le. s.to-Defoe Existing stucco New WRB g I ;� Sealant applied prior .. o scratch oat • .\\s• r _, _x _, , . _ _x _ I Control joint accessory rev de. ms am..e« 1414 ' • WRB 4 Furring sl Lath,discontinuous across joint 6 \New 6"wide S.A.F tape Grade D paper backing, extend behind CJ accessory 3-DETAIL: NEW TO EXISTING STUCCO TRANSITION 4-TYPICAL CONTROL JOINT Scab:3"=1'-0" • Scale:3'=1'-0" 5.02 alta Face out shingles f engineering company certificate of authorisation no.29095 Existing metal roof deck www.altltaenaineerinpco.c.com WRB from below, Existing Insulation baffle 11329 distribution avenue west extend continuous WRB from above, iacksonviYe,fbrlda 32256 Existing Roof sheathing�� Existing 234 roof it sbehind fascia and _ extend continuous WRB,shingle over rake flashing ses under rake and behind fascia and from above 8 extend below „a "" ��` Tape or seal WRB to topes tlivertet flashings under rake and base of fascia "O""°'•"'""""'""'°"'""""�'•° plate New 2x4 soffit blocking,, diverter fk3shings ng� Tope Cut with S.A.F. BuldnglopeMillttRe6 _I Existing metal ExtendWRBfrom belowfascia coil,fo /behind fascia above iJ : g ` un cleflaymen1 Via Mare Al. \ elev.of diverter flashing I 333-363 Ahern Street yJ remain •ne piece dlverter Exist wall framing \ 9.1 gni atlantic Beach,FL 32233 /.. r I Sealant over backer rod I fsbshin Isee iso__--- Drip edge,cut finished that it II�^ R-13 insulation ends 3/8"shy of the finished Roof Interior 2x4's at 24"o.e. stucco surface gypsum ' ` Remove and replace tleckin• Perforated replace vinyl \ board .. \ gutters as required to Fascia,cut so that It ends \\soffit,replace complete the work 3/8"shy of the finished IIM..' _� Stucco on loth stucco surface over furring Existing 2x6 fascia. Trim to terminate shy WRB of finished veneer. Seal end of fascia to I -TYPICAL WALL TERMINATION AT SOFFIT face of veneer with 2-DIVERTER FLASHING Scale:1-1/2"=1'-0" backer rod and sealant. n.f.s. See Detail 4 for Isometric of same condition. Provide simaar flashing arrangement and WRB continuity behind/at head wall flashing N Psere a terminations. Sheet ha.: 1.01-Cover Sheet/vanity Mop 201-Notes 3.0-Notes 1.033-Notes 3.01-Plan View 3.01-Plan New 3.03-Plan New 3.0.-Plan New 9.01-Bevation 1"coped corner 9.03-Bevaaon ..03-Bevation L4X4X0.020 coated aluminum. 0.01-Details 5.o-Details (Vertical flange height shall be s.ox-(Det ls ' increasedoj2" 5 03 as necessary to . -Details project 2"above the finished s.00-Details floor elevation.) ., S.oe-Octets 4110 5.09-Deta 5.0e-Datoss Welded or Soldered seam .09 0e-Detab 5.10-Detou nOse _ • 71.15 e. be neM G 3-DIVERTER FLASHING ISOMETRIC Scale:3"=1'-0" ALTERNATE:Dritlect kick-out flashing. ,,,,,, 5.03 alta engineering company certificate of authorization no.29095 www.allaengineeringco.com 11329 distribution avenue west jaclaonville.florida 32256 WRB top layer qe � 4 New 4"S.A.F tape over WRB Building Envelope cut Repairs 90°diverter flashing a under head wall flashing 5x5 head wall flashing Via Mare 333-363 Ahern Street Atlantic Beach,FL 32233 Aluminum coil or SAF flashing. 6„ Vertic ly extend of roof extens on and 8 't below \ . �/ the soffit return. / O Roof covering Seam tape -1 ` , 1, . WRB bottom layer 1'1 / '/�� WI o.Nwwn '%���/ t Rdbl6 \ Sheet Notes � 1.01-Co r5heel/Nchlly Map 2.01-Notes 2.02-Notes \ 2.03-Notes / \ 101-Ekon New /////j / 3A7-Plan New Face out sealant / /�/i 3.03-Pion View "� /' O.a-Plan View . Min. /, ! \- .m-Elevation /''' ' / \� .a3-Elevation / ..03-DElevation 5.01-Details 5.02 / O5303-Details Drip edge S.o.-Details 505-Details 5.06•Delalls Roof rake fascia. ol-Delall, S.o8-Details Remove and Existing fascia and framing,(beyond).Cut back®wall 5.09-Details replace in kind abutment as req.to install new WRB.Reconnect to wall 0-Details fwith clip angle on inside face of framing member H,mu raeaN._, 1 -ISOMETRIC DETAIL- ROOF HEADWALL TERMINATION Scale:3/4"=1'-0" 5.04 alta engineering company certificate of authorization no.29095 Existing WRB salvage and www.oltaengineeringco.corn . ---\/\-7- ,,,,,,„„„,..„,ce...,,....,,.....,,,,,,.... shingle over new flashing l 1329 distribution avenue west jaclaonville,fbrida 32256 Existing lath,salvage ,p"Oera 1,,,e,,, *tereeepe below cut line �.e� r N,�: New sealant Building Envelope Repairs Stucco cut line New stucco Via Mare 333-363 Ahem Street New adhesively secured Atlantic Beach,FL 32233 NEPS band(profile to match existing) w/reinforced synthetic stucco finish ,' New casing bead w/solid flange and A i 0 weep holes salvage Meea.Newktk 0.PE 6b26 • sheet Index: 1.01-Cover sheet/Viciity Map 2.01-Notes 2.02-Notes 2.03-Notes 3.01-Pion Y New coated aluminum 3.02-Plan View flashing w/15°horizontal 3View 3.a-pbn New 1 I flange slope hemmed edge ..01-Bevan, 14.03-Bevatbn Open gap -Details o3-Bevation 5.01 5.02-Details New sealant 5.03-Petals 5.0.-seta I I 505-Deal sl i Existing direct applied stucco 5.06-Details 507-Details 5.oe-Carob 5.09-Details 5.10-Deka% nm date pmt l:anon \l/ 1 —CMU TO FRAME TRANSITION Scale:3'=l'-0' ,11j„ 5.05 Door frame WRB alto Funing engineering company Sill pan,slope exposed portion of pan away from door. Stucco certificate of authorization no.29095 Back darn height to match door threshold Wall sheathingw.iw.altoenpineeringco.com Sill pan end dams,be and 11329 distribution avenue west Lath xksonvi b.ibr da 32256 Seal jamb to Threshold and _ III all screw penetrations with ,..q...,a.< silicone sealant. Disrupted sealant joint w/(3) i"weeps - Building Envebpe New sealant , j Repairs i� i Casing bead w/weeps& Via Mare \' Cant strip 1 •'•'•' •'•'• •',_�, `�—�' solid vertical leg 333363 Ahern Street New membrane,extend onto I --- Atlantic Beach.FL 32233 6..• New backer rod '�j'� I, Head flashing end dam,beyond. rough opening sill and up jambs 6" nqf imi,',l I and sealant a Wood deck I—J� WRB �rt' Wall framing / . New insulation in shim J 1/8"open gap w/disrupted sealant joint,provide 1"open gap @ 12"o.c. space Ii.__-- I 1I e.4 Head flashing w/hemmed edge and end dams Sealant V Sealant '/Z/ ' 2-SECTION: FLANGED DOOR HEAD Swing door Scale:3.=1'AT Sheet Index: ea R. ez.• ss J 1.01-Cover Sheet/Vicinity Map 2.01-Notes iA2-Notes Backer rod and sealant 2.03-Note. 3.01-Pion View Insulation in shim space 3.02-Plan View 3.03-Plon View . 3.04-Plan View •.01-Elevation ... ' ....................• •.03-Elevation .03-Elevation 5 -Detail 5.0.0 Details 2-Deta 5.03-Del ads s.o.-Delae 5.05-Dadn / snin 6-Deta 5.01-Details 5.0e-Detail 5.09-Details ` � s.1D-Detaro !UN, l /////'' / /1 l/ / -, euu.uuu., owe... � . 11111 1 —...--- — � la�ry�:�`� �_\ Framing ,« �.• Swing door /f Sheathing • Deck waterproofing, WRB,extend into R.O. extended up jambs 6" Stucco 3/8"backer rod and sealant SAF tape --- V Sealant Furring Lath Felt paper(if furring is unfaced) sNset Casing bead 1 -SECTION:SWING DOOR THRESHOLD AT BALCONY 3-SECTION: FLANGED DOOR JAMB DETAIL 5.06 Scale:3"=1'-0" Scale:3"=1'-0" alta engineering company certificate of authorization no.29095 wnw.altoengineeringco.com 11329 distribution avenue watt jocksonville,florida 32256 Pr..Norm Building Envelope Repairs WRB Door trim Door trim Via Mare Header 1i3.3t-3 Ahern Street Wall framing Atlantic Beach,FL 32233 Wall sheathing Wall sheathing Stucco clad,EPS band, SAF Flashing tape / I rim-;dog' w/fiberglass reinf.set in adhesive IiiiirrIll Furring Lath;111 Casing Bead , Synihet9 stucco clad,EPS band, w/fiber lass mesh reinf.set in adhesive ?.i�� • • 1 Irj.10 Sealant over backer rod.isolate from flashing tape w/non-bituminous tape 1iI I Ii-I_ ,i I Head flashing end dam,beyond �. SAF tape �_j%n i i Coated aluminum head flashing w/ ► Stucco ► 1' \, hemmed edge 1.11 1.1.11 WRB,shingle over head fin,Tape cut Sealant over backer rod.isolate from sneer Index: a FE.00 flashingtape w non-bituminous tape corners per manuf. 1.01-cover Sheet/Vicinity map P / P 2.01-Notes 1/8"open gap ]A]-Notes 2.03-Notes Sealant Sealant 3.01-%on View 3.03-Plan V Door frame 3.03-Plan View Door frame 3.w-men View Non-expanding foam insulation, Foam insulation, A.ol-aevotion typ.entire pe m. .03-Elevation typ.entire perimeter e.0.3 Elevation 5.0-°etas e& 5.032- ta13 5.03-Ddeals 1 -SECTION: DOOR JAMB DETAIL-STUCCO 2-SECTION: DOOR HEAD DETAIL-STUCCO 5.M-0.0013 5.05-Petals Scale:T=1'-0" Scale:3"=1'-0" 5.05-Details 5.07-Details 5.08-Detain 5.09-Details 5.10-Details o_l- 5.07 alta engineering company certificate of authorization no.29095 www.alloengineeringco.com 11329 distribution avenue west jocksonville.fbrida 32256 PV/00 Mame Building Envelope Repairs Via Mare 333363 Ahem Street Atlantic Beach,FL 32233 Existing WRB,salvage and lap over new tape Wall sheathing i 110 New sealant I New furring 0 Stucco cut line,take care to salvage lath and WRB I Existing homing,remove and gill g Existing lath,salvageI replace as req. ,ca7 New flashing tape,install under existing WRB Existing New stucco and placerasnegemove Y'- New 2'seam tape INew stuccoover lath andreit � New casing bead IILI!! 1iNewcoatedaluminumdrip1111 " - - - _ II verticalbflange andlweeps Sheet Index: 0.PE sloe New synthetic stucco clad, �- 1.ol-apver Sheet/Mcinny Mop Y li�l �' on horizontal leg 2.01-Nates r v EPS band,w/fiberglass reinf.,size ice' L J zm-Noise 1"wider than existing 2.03-Not.. Sealant , • ITS 3.01-r,onMow lil 1 New coated aluminum head flashing w/ 3.02-Non Mew Existing wall framing I hemmed edge and end dam 33.a-�o View }"wide open weep.Do not seal ..m-Devotion New sealant ..a3-Devotion Casing bead 4.03-Devotion Existing S.G.D 5.01-Detoss Stucco on rib lath 5.02-[Wok 5.03-0etols 5.0.-Deals 1 -NON FLANGED SGD DOOR HEAD 2-SECTION-ELEVATED WALL BASE 5:06:0 Wok Scale:3"=1'-0" Scale:3"=1'-0" 5.m-Detain 5.09-Details 5.10-Details 5.10-DeteStob .r. e.rayron 5.08 alta Stucco engineering company certificate of authorization rlo.29095 WRB www.altaengineeringco.com 11329 distribution avenue west Cut line jacksonvilb.fbrida 32256 Sealant NKtro New 1"x6"stucco clad EPS band w/F.G.reinforcement Remove stucco to allow for installation of new membrane Building Envelope / Repairs Membranef / . 3/4"compatible sealant cant / .• Via Mare 333-363 Ahem St / ntlanlic Beach,FL 32233 3 Waterproofing membrane ' / / 1110 New 23/37'T&G plywood I o°°i ' Shim,as req.to create 1/8":1'-0"slope / I (required where framing mem's are replaced( /' Existing or new framing tv _ FL PE e2O.N�Ib 101-Cover sheet/E 1206y Map 2.01-Notes S 2.02-Notes 2.03-Notes 3.01-Pbn View 3.02-Pion View 303-Plan V w 3.0.-PbnY ♦♦ ..01-Devotion 4.03-Elevation ♦♦ .03-Elevation 5.01-Details 5.03-Detaib 5.0,Delals 5.04-Details 506-Details 5.06-Details 5.0-Details .00-Detaib 5.09-Details.09-Detaib 5.10-Details ... e.suymn i leers la..., w, 1 —BALCONY TERMINATION @ WALL-STUCCO ABOVE TO REMAIN Scale:3'=1'-0" 5.09 alta engineering company • certificate of authorization no.29095 www.altoengineeringco.com Flange Scupper 11329 distribution avenue west Jacksonville,tondo 32256 As.req. �•.>m,Pa,....Pw�,.,......, MI1'from face of veneer . ..a,. Attach scupper to framing with Building Envelope - 6d ring shank nails @ head and Repairs New roof membrane New dive ter flashing, jamb only-do not penetrate a. beyond,typ.@ all edge terminations ower W.P.membrane II Via Mare 333363 Ahem street ---� Atlonlic Beoch,FL 32233 �`� 1/7 drip edge / weld all seams New compatible sealant 1 A-SCUPPER ISOMETRIC V//ISI1/ �r e. Scale:3'=1'-0" J. ; New coated aluminum drip edge,secure WRB,tape to 1/T sheathing w/S.S.8d ring shank nails stagger 04"0.0. scupper flange WRB,wrapped into RO (flash similar to A at jamb&sit,Seal to r window head) jambs w/compatible New sealant / sealant letla Stucco on metal lath Stucco on metal lath Fs PE Q06 . \ I g on felt(or Tyvek(or equal) Sheetwe`equal)Plane sheaThin 1/8"toAl-CoverSheet/NNNy Map allow drip edge to seat Scupper flange w/d" don 2.01-totes • flush w/deck surface extension all sides1 AO 2x4 blocking for drain z.oz-Mmes opening 2.03-Notes Stucco finish Casingbead, 3.01-Plane w typ.all Backer rod and sealant 3.02.Pion vw sides of o enin sP g / joint,typ,®perimeter 3.03-Plan Vw Ex sting wood sleeper 411.01,. l 3.l,-Plan vew t _ \ .m-aevmion Scupper,See to/4.05 1 .m.Bevation New plywood deck on sloped sleepe s ►� I .A3-eevm�on I _ L SAI-Detdly New Densdeck or equivalent cover board �t�— 5.02-Petals End dam,be and 5A3-Octal, j y 5.03-Details Alum.head flashing. 5As-Details 9 5Ae-Details 5A1-Detour Backer rod and sealant 5Ae-Details 5.10-Details joint,typ.@ perimeter5.19-octal, 1 -SECTION: BALCONY EDGE Scale:3=1'-0 Casing bead ,r, ,, e, •e • W.— - nae a.4.e+, i ,p,.-.... ..- ...iiimil III , 1"Wmin.RB New roof membrane DuPont flex wrap Sill beyond 3/4"T&G plywood deck I to be removed and s "' replaced New 2x8 blocking2-BALCONY LOW WALL SILL S. 1 O Scale:3'=1'-0" Waterproofing Guide Specification For: Terapro Pedestrian Traffic Waterproofing System Reinforced and Unreinforced Options Prepared by: Siplast, Inc. 1000 East Rochelle Blvd. Irving, TX 75062 (800) 922-8800 This specification is provided as a general guide for use of Siplast products based on typical building conditions and standard waterproofing practices. Siplast is strictly a manufacturer of waterproofing systems and waterproofing materials and has no experience, training or expertise in the areas of architecture or engineering or in the area of consulting with respect to matters related to such areas. Siplast recommends that the Owner's representative independently verify the accuracy and appropriateness of a specification provided for a specific project. April 8, 2014 Terapro guide specification 07 18 13-1 Pedestrian Traffic Waterproofing Membrane SECTION 07 18 13 LIQUID APPLIED PEDESTRIAN TRAFFIC WATERPROOFING (Rev 12/2012) PART 1 GENERAL 1.01 SECTION INCLUDES: A. Evaluation/Preparation of Substrate to Receive Pedestrian Traffic Waterproofing B. Poly(methyl methacrylate)-based (PMMA) Pedestrian Traffic Waterproofing Membrane Application C. PMMA Roof Pedestrian Traffic Flashing Application 1.02 RELATED SECTIONS A. Section [----] - Cast-in-Place Concrete B. Section [----] - Expansion Control C. Section [----] - Rough Carpentry D. Section [----] - Flashing and Sheet Metal E. Section [----] - Joint Sealers 1.03 REFERENCE STANDARDS Agencies which may be used as references throughout this specification section include: NIOSH National Institute for Occupational Safety & Health Atlanta, GA OSHA Occupational Safety and Health Administrations Washington, DC ICRI International Concrete Repair Institute Sterling, VA ACI American Concrete Institute Farmington Hills, MI 1.04 SUBMITTALS All submittals which do not conform to the following requirements will be rejected. * NOTE: Coordinate submittal requirements with general provisions. Modify submittals to suit specific project requirements. A. Submittals Prior to Contract Award Shall Include: Terapro guide specification 07 18 13-2 Pedestrian Traffic Waterproofing Membrane 1. Letter from the proposed primary system manufacturer confirming that the bidder is an acceptable Contractor authorized to install the proposed system. 2. Letter from the primary system manufacturer stating that the proposed application will comply with the manufacturer's requirements in order to qualify the project for the specified guarantee. 1.05 QUALITY ASSURANCE A. Acceptable Contractor: Contractor shall be certified in writing by the waterproofing materials manufacturer to install the primary waterproofing products. B. Product Quality Assurance Program: Primary waterproofing materials shall be manufactured under a quality management system that is monitored regularly by a third party auditor under the ISO 9001 audit process. C. Project Acceptance: Submit a completed manufacturer's application for waterproofing guarantee form along with shop drawings of areas to receive waterproofing, showing all dimensions, penetrations, and details. The form shall contain all the technical information applicable to the project. The project must receive approval by the membrane manufacturer, through this process, prior to shipment of materials to the project site. D. Scope of Work: The work to be performed under this specification section shall include, but is not limited to, the following: Attend necessary job meetings and furnish competent and full time supervision, experienced mechanics, all materials, tools, and equipment necessary to complete, in an acceptable manner, the waterproofing system installation in accordance with this specification. Comply with the latest written application instructions of the manufacturer of the specific waterproofing products. E. Local Regulations: Conform to regulations of public agencies, including any specific requirements of the city and/or state of jurisdiction. F. Manufacturer Requirements: The primary materials manufacturer shall provide trained company personnel to attend necessary job meetings, perform periodic inspections as necessary, and conduct a final inspection upon successful completion of the project. 1.06 PRODUCT DELIVERY STORAGE AND HANDLING A. Delivery: Deliver materials in the manufacturer's original sealed and labeled containers and in quantities required to allow continuity of application. B. Storage: Store closed containers in a cool, dry, well ventilated area away from heat, direct sunlight, oxidizing agents, strong acids, and strong alkalis. Keep products away from open fire, flame or any ignition source. Store temperature sensitive products at temperatures recommended by the manufacturer. Quartz silica (sand) must be kept dry during storage and handling. C. Damaged Material: Any materials that are found to be damaged or stored in any manner other than stated above will be rejected, removed and replaced at the Contractor's expense. Terapro guide specification 07 18 13-3 Pedestrian Traffic Waterproofing Membrane D. Handling: Handle all materials in such a manner as to preclude damage and contamination with moisture or foreign matter. Keep away from open fire, flame, or any ignition source. Vapors may form explosive mixtures with air. Avoid skin and eye contact with this material. Avoid breathing fumes. Do not eat, drink, or smoke in the application area. Workers shall wear long sleeve shirts, long pants and work boots. Workers shall wear butyl rubber or nitrile gloves when mixing or applying this product. Safety glasses with side shields shall be used for eye protection. Use local exhaust ventilation to maintain worker exposure below TLV as listed on MSDS for respective products. If the airborne concentration poses a health hazard, becomes irritating or exceeds recommended limits, use a NIOSH approved respirator in accordance with OSHA Respirator Protection requirements under 29 CFR 1910.134. The specific type of respirator will depend on the airborne concentration. A filtering face piece or dust mask is not acceptable for use with this product if TLV filtering levels have been exceeded. 1.07 PROJECT/SITE CONDITIONS A. Requirements Prior to Job Start 1. Notification: Give a minimum of 5 days notice to the Owner and manufacturer prior to commencing any work and notify both parties on a daily basis of any change in work schedule. 2. Permits: Obtain all permits required by local agencies and pay all fees which may be required for the performance of the work. 3. Safety: Familiarize every member of the application crew with safety regulations recommended by OSHA and other industry or local governmental groups. B. Environmental Requirements 1. Precipitation: Do not apply materials during precipitation or in the event there is a probability of precipitation during application. Take adequate precautions to ensure that materials, applied membrane, and building interiors are protected from possible moisture damage or contamination. 2. Temperature Restrictions — PMMA-based Materials: Do not apply catalyzed resin materials if there is a threat of inclement weather. Follow the resin manufacturer's specifications for minimum and maximum ambient, material, and substrate temperatures. Do not apply catalyzed resin materials unless ambient and substrate surface temperatures fall within the resin manufacturer's published range. C. Protection Requirements 1. Protection: Provide protection against staining and mechanical damage for newly applied waterproofing and adjacent surfaces throughout this project. 2. Limited Access: Prevent access by the public to materials, tools, and equipment during the course of the project. Terapro guide specification 07 18 13-4 Pedestrian Traffic Waterproofing Membrane 3. Debris Removal: Remove all debris daily from the project site and take to a legal dumping area authorized to receive such materials. 4. Site Condition: Complete, to the Owner's satisfaction, all job site clean-up including building interior, exterior, and landscaping where affected by the construction. 1.08 GUARANTEE A. Guarantee — Unreinforced Systems: Upon successful completion of the project, and after all post installation procedures have been completed, furnish the Owner with the manufacturer's 5-year, full value, non-pro-rated guarantee offering the labor and materials necessary to ensure that the waterproofing system remains free from leaks. > 5-year Terapro Waterproofing Guarantee B. Guarantee — Reinforced Systems: Upon successful completion of the project, and after all post installation procedures have been completed, furnish the Owner with the manufacturer's 10-year, full value, non-pro-rated guarantee offering the labor and materials necessary to ensure that the waterproofing system remains free from leaks. > 10-year Terapro Waterproofing Guarantee PART 2 PRODUCTS 2.01 DESCRIPTION OF SYSTEMS A. Liquid-Applied Pedestrian Traffic Waterproofing System: A [reinforced][unreinforced] fluid- applied, PMMA-based waterproofing system having a [natural quartz][glass bead] texture and a [color finish][color finish/acrylic chip] surfacing selected from the manufacturer's standard palette of colors. > Terapro [Reinforced, Unreinforced] Pedestrian Traffic Waterproofing System by Siplast, Irving, TX NOTE: Select "Reinforced" or "Unreinforced" as applicable. Reinforced systems are required for plywood decks and concrete decks over occupied space. Unreinforced systems are for use on concrete decks over unoccupied/unconditioned space. 2.02 MATERIALS A. Membrane/Flashing Waterproofing Materials 1. Primer: A PMMA-based primer for use over concrete in vertical applications, concrete repair materials, masonry, wood and plywood. > Pro Primer W by Siplast; Irving, TX Terapro guide specification 07 18 13-5 Pedestrian Traffic Waterproofing Membrane 2. Primer: A PMMA-based primer for use over horizontal concrete substrates. > Pro Primer T by Siplast; Irving, TX 3. Flashing Resin: A thixotropic, flexible, acrylic, PMMA-based resin for use in combination with a fleece fabric to form a monolithic, reinforced flashing membrane used in conjunction with a reinforced or unreinforced waterproofing system. > Terapro Flashing Resin by Siplast; Irving, TX 4. Base Resin: A flexible, acrylic PMMA-based resin for use as waterproofing in a reinforced waterproofing system. > Terapro Base Resin by Siplast; Irving, TX 5. Fleece: A non-woven, needle-punched polyester fabric used as a reinforcement in PMMA-based flashing and field membrane systems. a) Nominal Thickness: 40 mils (1 mm) b) Weight: 110 grams per square meter > Pro Fleece by Siplast; Irving, TX 6. Waterproofing/Wearing Layer Resin: A PMMA-based resin combined with aggregate filler to provide a [wearing layer in a reinforced system][waterproofing/wearing layer in an unreinforced system]. > Terapro VTS Resin by Siplast; Irving, TX 7. Aggregate Filler for Waterproofing/Wearing Layer Resin: A quartz aggregate blend/filler added to the waterproofing/wearing layer resin to produce a PMMA-based resin/aggregate slurry waterproofing/wearing layer. > Terapro VTS Aggregate Filler by Siplast; Irving, TX 8. Color Finish: A pigmented, multi-component, PMMA-based resin for use as both an embedment and finish layer in waterproofing and flashing systems. > Pro Color Finish by Siplast; Irving, TX 2.03 WATERPROOFING ACCESSORIES A. Cleaning Solution/Solvent: A clear solvent used to clean and prepare transition areas of in- place catalyzed resin to receive subsequent coats of resin and to clean substrate materials to receive resin. > Pro Prep by Siplast; Irving, TX B. Paste: A PMMA-based paste used for remediation of depressions in substrate surfaces prior to the application of the waterproofing system. Terapro guide specification 07 18 13-6 Pedestrian Traffic Waterproofing Membrane > Pro Paste by Siplast; Irving, TX C. Repair Mortar: A two-component, PMMA-based, aggregate filled mortar used for patching concrete substrates. > Pro Repair Mortar by Siplast; Irving, TX D. Catalyst: A peroxide-based reactive agent used to induce curing of PMMA-based resins. > Pro Catalyst Powder by Siplast; Irving, TX E. Natural Quartz: A natural-colored, kiln-dried, silica aggregate suitable for broadcast into the wearing layer of the waterproofing system to generate a skid resistant surface. Quartz shall be supplied by the manufacturer of the waterproofing membrane. > Pro Natural Quartz by Siplast; Irving, TX F. Glass Beads: A natural-colored glass bead for broadcast into the color finish layer of the waterproofing system to generate a skid resistant surface. Glass beads shall be supplied by the manufacturer of the waterproofing membrane. > Pro Natural Quartz by Siplast; Irving, TX F. Chip Surfacing Blend: A blend of flat, angular, pigmented polymer flakes broadcast into the color finish layer of the waterproofing system. The chip blend shall be supplied by the manufacturer of the waterproofing membrane. > Pro Accent Chips by Siplast; Irving, TX G. Thixotropic Agent: A liquid additive used to increase the viscosity of the PMMA-based resin products, allowing the resins to be applied over vertical or sloped substrates. > Pro Thixo by Siplast; Irving, TX PART 3 EXECUTION 3.01 SUBSTRATE EXAMINATION A. General: Verify that the substrate is suitable to receive work. Notify the general contractor and/or specifier in writing of conditions detrimental to the proper and timely completion of work. Bring substrate deficiencies into an acceptable condition prior to commencing work. B. Concrete Substrate Requirements: Structural concrete shall be cured a minimum of 28 days in accordance with ACI-308, have a minimum compressive strength of 3,500 psi (24 N/mm2) and have a moisture content that conforms with the waterproofing system manufacturer's requirements prior to commencement of work. > NOTE: The Contractor must carefully verify the suitability of a concrete substrate. High moisture content or a substandard surface condition may result in inadequate adhesion of the waterproofing system. Terapro guide specification 07 18 13-7 Pedestrian Traffic Waterproofing Membrane * NOTE: Lightweight structural concrete or concrete that does not provide bottom-side venting is not a suitable substrate for direct application of the waterproofing system materials. Contact Siplast for information on applicability and/or recommended treatment of lightweight structural concrete or concrete that does not provide bottom-side venting. The presence of an underlying slotted metal deck does not constitute bottom-side venting. * NOTE: Curing compounds containing waxes, oils, silicones or other materials that may inhibit adhesion of the waterproofing system should not be used. C. Moisture Content Evaluation: Evaluate the level of moisture in the substrate to determine that the moisture content is acceptable for application of the specified waterproofing system. Concrete substrates shall have a maximum moisture content of 6% by weight and a maximum internal relative humidity of 75%. D. Adhesion Testing for Concrete Substrates to Receive Resin Materials: Test the concrete substrate using a device conforming to ASTM D 4541 (50 mm dolly) adhered with the specified catalyzed primer. Utilize the same concrete preparation methods as that which will be used prior to application of the waterproofing for areas to be evaluated for adhesion. Ensure that a minimum adhesion value of 220 psi is obtained before application of the PMMA-based primer. If multiple areas or substrates are involved in the scope of work, evaluate each to determine suitability. Maintain testing/evaluation records. E. Plywood Substrate Requirements: Plywood substrates shall be A/C or better, exterior grade sheathing having a minimum thickness of 3/4 inch. Plywood shall be installed with the "A" side up. All plywood edges shall be supported by blocking or primary framing, and shall be fastened with countersunk non-corrosive screws at a minimum 6 inches on center along panel edges and a minimum 12 inches on center over intermediate supports. 3.02 SURFACE PREPARATION A. Protection: Provide protection to prevent dust/debris accumulation, spillage and resin overruns. B. Taping: Utilize masking tape at perimeters and joints of the area to be waterproofed to provide neat terminations. C. Masonry/Concrete Walls: Shot-blast or grind concrete or masonry wall surfaces to provide a sound substrate free from laitance and all residue from bitumen, coal tar, primer, coatings, adhesives, sealer or any material that may inhibit adhesion of the primer. Following application of the specified primer, but prior to application of the waterproofing system, fill cracks, voids, fractures, depressions, small indentations, and low areas in the substrate using the specified paste. The use of paste or sealant is not an acceptable alternative to repointing mortar joints. Do not apply waterproofing materials over soft or scaling brick or masonry, faulty mortar joints, or walls with broken, damaged or leaking coping components. D. Preparation of Newly Placed Concrete Substrates to Receive Resin Materials: Newly placed concrete shall be cured a minimum of 28 days in accordance with ACI-308, and have a minimum compressive strength of 3,500 psi (24 N/mm2). Following evaluation for moisture content and confirmation that the moisture content is at a acceptable level, shot- Terapro guide specification 07 18 13-8 Pedestrian Traffic Waterproofing Membrane blast or scarify/shot blast the surface to provide a sound substrate free from laitance and to generate a concrete surface profile of CSP-2 to CSP-4 as defined by the ICRI. Grinding may be used as a preparation method for localized areas that cannot be reached by a shot blasting equipment provided that a surface profile of CSP-2 to CSP 4 can be generated. Repair spalls and voids on vertical or horizontal surfaces using the specified primer and preparation paste. E. Preparation of Existing Concrete/Masonry Substrates to Receive Resin Materials: Existing concrete substrates shall have a minimum compressive strength of 3,500 psi (24 N/mm2). Following evaluation for moisture content and confirmation that the moisture content is at an acceptable level, shot blast or scarify/shot-blast concrete or masonry surfaces to provide a sound substrate free from laitance, carbonated concrete, residue from bitumen, coal tar, primer, coatings, adhesives, sealer or any material that may inhibit adhesion of the specified primer. Generate a concrete surface profile of CSP-2 to CSP-4 as defined by the ICRI. Grinding may be used as a preparation method for localized areas that cannot be reached by a shot blasting equipment provided that a surface profile of CSP-2 to CSP 4 can be generated. Repair spalls and voids on vertical or horizontal surfaces using the specified primer and preparation paste. F. Repair and Leveling of Concrete to Receive Resin Materials: Before application of the waterproofing membrane, and after priming, fill all joints, cracks, voids, fractures, depressions, small indentations, and low areas in the substrate using the specified paste or repair mortar. G. Concrete Substrate Repair: Prime areas of the prepared concrete substrate intended for repair using the specified PMMA-based primer. Fill the areas using the specified paste or repair mortar and allow to cure. Follow the paste or repair mortar manufacturer's published minimum and maximum product thickness limitations per lift. H. Preparation of Steel/Aluminum Substrates: Grind to generate a "white-metal" surface and remove loose particles. Extend preparation area a minimum of 1/2-inch (13 mm) beyond the termination of the waterproofing/flashing system. Notch steel surfaces to provide a rust- stop where detailed. * NOTE: Consider the use of primer and paint to treat the prepared area not covered with resin to prevent corrosion of steel surfaces. I. Rigid Plastic Flashing Substrates: Evaluate the plastic for compatibility with the resin materials. Clean plastic substrates using the specified the cleaner/solvent and allow to dry. Lightly abrade the surface to receive the flashing system. Extend the preparation area a minimum of 1/2 inch (13 mm) beyond the termination of the flashing system. J. Crack Preparation: Follow manufacturer's details for crack preparation prior to waterproofing system application. * NOTE: If there is any doubt regarding whether a crack or joint is static or dynamic, the condition should be treated as dynamic. * NOTE: Contact Siplast for further information regarding dynamic crack and joint evaluation/treatment options as well as interface of the Terapro System with mechanical expansion joint components. Terapro guide specification 07 18 13-9 Pedestrian Traffic Waterproofing Membrane K. Plywood Substrate Preparation: Prime ACX plywood surfaces, including vertical surfaces at joints, using the specified primer prior to the application of the waterproofing membrane. Fill joints using the specified paste and strike flush with the plywood surface. Following cure of the paste, reinforce the joints with a 6 inch (15 cm) wide strip of resin/fleece/resin centered over the joint. 3.03 LIQUID-APPLIED WATERPROOFING INSTALLATION * NOTE: This specification is limited to projects having a maximum slope of 1/4 inch. Contact Siplast for specifications to meet higher slope requirements. A. Mixing and Catalyzing of Resins: Thoroughly mix the entire drum of uncatalyzed resins for 2-minutes if pouring the resin into a second container when batch mixing. Catalyze only the amount of material that can be used within its pot life. Add pre-measured catalyst powder to the resin component and stir for 2-minutes using a slow-speed mechanical agitator or mixing stir stick. The amount of catalyst added is based on the weight of the resin used. Refer to the waterproofing system manufacturer's literature for mixing ratios. B. Mixing and Catalyzing of Waterproofing Resin/Aggregate Filler Blends: Thoroughly mix the entire drum of uncatalyzed resin and slowly add amount of filler specified by the waterproofing system manufacturer. Once the filler has been mixed into the resin component, add pre-measured catalyst powder to the resin/filler mixture and stir for 2- minutes using a slow-speed mechanical agitator. The amount of catalyst added is based on the weight of the resin used. Refer to the waterproofing system manufacturer's literature for mixing ratios. C. Priming: Using the appropriate primer, apply to qualified/prepared masonry, concrete and plywood surfaces that will receive the waterproofing membrane or flashing. Apply primers when ambient and substrate temperatures are falling rather than rising to minimize the potential for pinhole formation. Apply the primer using a roller at the rate specified by the primer manufacturer and allow to cure for a minimum of 45 minutes. Increase application rates over other absorbent substrates. Do not let resin pool or pond. Do not over-apply primers as this may interfere with proper primer catalyzation. When calculating application rates, make allowances for saturation of roller covers and application equipment. D. Flashing Membrane Application: Complete flashing application prior to the waterproofing membrane application in the field of the roof area. Using masking tape, mask the perimeter of the area to receive the flashing system. Pre-cut fleece to ensure a proper fit at transitions and corners prior to flashing membrane application. Apply a base coat of catalyzed flashing resin to the substrate with a roller or brush at the rate specified by the resin manufacturer. Extend the catalyzed flashing resin 1/8 inch (3 mm) beyond where the fleece reinforcement will be placed. Embed the specified fleece reinforcement into the wet, catalyzed flashing resin base coat using a wet, but not saturated, roller or brush to remove trapped air. Overlap the fleece a minimum of 2 inches (51 mm). Apply an additional coat of catalyzed flashing resin between layers of overlapping fleece. Apply a finish coat of catalyzed flashing resin immediately following the embedment of the fleece with a roller or brush at the rate specified by the resin manufacturer, ensuring full saturation of the fleece reinforcement. Remove the tape before the catalyzed resin sets. Make allowances for saturation of roller covers and application equipment when calculating resin quantities. Allow to cure for a minimum of 45 minutes. Terapro guide specification 07 18 13-10 Pedestrian Traffic Waterproofing Membrane NOTE: Select applicable waterproofing system(s) and surfacing(s) from the options below, and delete items not required. E. Application of Reinforced, Quartz-Surfaced Waterproofing System over Prepared Substrates: 1. Using cleaner/solvent, wipe flashing membrane and primer surfaces to receive the field membrane. Allow the surface to dry for a minimum 20 minutes before continuing work. 2. Using a roller, apply a layer of catalyzed base resin over the primed substrate at the rate specified by the resin manufacturer. Embed the fleece reinforcement into the wet, catalyzed base resin waterproofing layer using a wet, but not saturated, roller to remove trapped air. Overlap side and end laps of the fleece a minimum of 2 inches (51 mm). Apply an additional coat of catalyzed base resin between layers of overlapping fleece. Apply a second coat of catalyzed resin immediately following the embedment of the fleece with an application roller or brush at the rate specified by the resin manufacturer, ensuring full saturation of the fleece reinforcement. Allow to cure for a minimum of 45 minutes before application of the wearing layer of resin. 3. Apply a layer of catalyzed waterproofing resin/aggregate filler mixture using a trowel or stub roller at the rate specified by the waterproofing system manufacturer. Use a spiked roller to remove trowel marks and to even the application of the waterproofing resin/aggregate filler mixture. 4. Immediately broadcast natural quartz into the wet waterproofing layer/aggregate filler mixture to refusal. Allow to cure for 2 hours. Sweep excess quartz from the surface. 5. Apply color finish using a roller or squeegee at the rate specified by the resin manufacturer. 6. Immediately broadcast accent chips into the wet color finish to at the rate necessary to achieve the desired aesthetic. 7. Allow the system to cure before exposure to foot or wheeled traffic. 8. Make allowances for saturation of roller covers and application equipment when calculating resin application rates. 9. If work is interrupted for more than 12 hours, or the surface of a catalyzed resin layer becomes dirty or contaminated from exposure to the elements, thoroughly clean the area with cleaner/solvent. Allow a minimum of 20 minutes for the solvent to evaporate before continuing work. Complete the next application procedure within 60 minutes following the evaporation of the cleaner/solvent. F. Application of Reinforced Glass Bead-Surfaced Waterproofing System over Prepared Substrates: 1. Using cleaner/solvent, wipe flashing membrane and primer surfaces to receive the field membrane. Allow the surface to dry for a minimum 20 minutes before continuing work. Terapro guide specification 07 18 13-11 Pedestrian Traffic Waterproofing Membrane 2. Using a roller, apply a layer of catalyzed base resin over the primed substrate at the rate specified by the resin manufacturer. Embed the fleece reinforcement into the wet, catalyzed base resin waterproofing layer using a wet, but not saturated, roller to remove trapped air. Overlap side and end laps of the fleece a minimum of 2 inches (51 mm). Apply an additional coat of catalyzed base resin between layers of overlapping fleece. Apply a second coat of catalyzed resin immediately following the embedment of the fleece with an application roller or brush at the rate specified by the resin manufacturer, ensuring full saturation of the fleece reinforcement. Allow to cure for a minimum of 45 minutes before application of the wearing layer of resin. 3. Apply a layer of catalyzed waterproofing resin/aggregate filler mixture using a trowel or stub roller at the rate specified by the waterproofing system manufacturer. Use a spiked roller to remove trowel marks and to even the application of the waterproofing resin/aggregate filler mixture. Following cure, smooth the surface of the catalyzed waterproofing resin/aggregate filler mixture using the sharp edge of a trowel, sandpaper or a fine-surfaced wheel. 5. Inspect the surface of the cured resin/aggregate filler mixture to identify low or uneven areas. Clean identified areas with cleaner/solvent and allow a minimum of 20 minutes for the solvent to evaporate. Apply paste to level or smooth low or uneven areas. Allow the paste to cure for a minimum of 60 minutes before installation of the color finish layer. 6. Apply a layer of color finish using a prepared roller over the catalyzed resin/aggregate filler mixture at the rate specified by the waterproofing system manufacturer. 7. Immediately broadcast glass beads into the wet color finish using a hopper gun at the rate specified by the waterproofing system manufacturer and backroll to embed the beads. 8. Immediately broadcast accent chips into the wet color finish to at the rate necessary to achieve the desired aesthetic. 9. Allow the system to cure before exposure to foot or wheeled traffic. 10. Make allowances for saturation of roller covers and application equipment when calculating resin application rates. 11. If work is interrupted for more than 12 hours, or the surface of a catalyzed resin layer becomes dirty or contaminated from exposure to the elements, thoroughly clean the area with cleaner/solvent. Allow a minimum of 20 minutes for the solvent to evaporate before continuing work. Complete the next application procedure within 60 minutes following the evaporation of the cleaner/solvent. G. Application of Unreinforced Quartz-Surfaced Waterproofing System over Prepared Substrates: 1. Using cleaner/solvent, wipe flashing membrane and primer surfaces to receive the field membrane. Allow the surface to dry for a minimum 20 minutes before continuing work. 2. Apply a layer of catalyzed waterproofing resin/aggregate filler mixture using a trowel or stub roller at the rate specified by the waterproofing system manufacturer. Use a spiked Terapro guide specification 07 18 13-12 Pedestrian Traffic Waterproofing Membrane roller to remove trowel marks and to even the application of the waterproofing resin/aggregate filler mixture. 3. Immediately broadcast natural quartz into the wet waterproofing layer/aggregate filler mixture to refusal. Allow to cure for 2 hours. Sweep excess quartz from the surface. 4. Apply color finish using a roller or squeegee at the rate specified by the resin manufacturer. 5. Immediately broadcast accent chips into the wet color finish to at the rate necessary to achieve the desired aesthetic. 6. Allow the system to cure before exposure to foot or wheeled traffic. 7. Make allowances for saturation of roller covers and application equipment when calculating resin application rates. 8. If work is interrupted for more than 12 hours, or the surface of a catalyzed resin layer becomes dirty or contaminated from exposure to the elements, thoroughly clean the area with cleaner/solvent. Allow a minimum of 20 minutes for the solvent to evaporate before continuing work. Complete the next application procedure within 60 minutes following the evaporation of the cleaner/solvent. H. Application of Unreinforced Color Chip-Surfaced Waterproofing System over Prepared Surfaces: 1. Using cleaner/solvent, wipe flashing membrane and primer surfaces to receive the field membrane. Allow the surface to dry for a minimum 20 minutes before continuing work. 2. Apply a layer of catalyzed waterproofing resin/aggregate filler mixture using a trowel or stub roller at the rate specified by the waterproofing system manufacturer. Use a spiked roller to remove trowel marks and to even the application of the waterproofing resin/aggregate filler mixture. Following cure, smooth the surface of the catalyzed waterproofing resin/aggregate filler mixture using the sharp edge of a trowel, sandpaper or a fine-surfaced wheel. 3. Inspect the surface of the cured resin/aggregate filler mixture to identify low or uneven areas. Clean identified areas with cleaner/solvent and allow a minimum of 20 minutes for the solvent to evaporate. Apply paste to level or smooth low or uneven areas. Allow the paste to cure for a minimum of 60 minutes before installation of the color finish layer. 4. Apply a layer of color finish using a prepared roller over the catalyzed resin/aggregate filler mixture at the rate specified by the waterproofing system manufacturer. 5. Immediately broadcast glass beads into the wet color finish using a hopper gun at the rate specified by the waterproofing system manufacturer and backroll to embed the beads. 6. Immediately broadcast accent chips into the wet color finish to at the rate necessary to achieve the desired aesthetic. 7. Allow the system to cure before exposure to foot or wheeled traffic. Terapro guide specification 07 18 13- 13 Pedestrian Traffic Waterproofing Membrane 8. Make allowances for saturation of roller covers and application equipment when calculating resin application rates. I. Application of Color Finish over Flashings: 1. Mask the previously applied horizontal surfaces and install a layer of the specified color finish with a prepared roller over the flashing system on vertical surfaces at the rate specified by the waterproofing system manufacturer. 3.04 FIELD QUALITY CONTROL AND INSPECTIONS A. Site Condition. All areas around job site shall be free of debris, waterproofing materials, equipment, and related items after completion of job. B. Notification Of Completion: Contractor shall notify manufacturer by means of manufacturer's printed Notification of Completion form of job completion in order to schedule a final inspection date. C. Final Inspection: Hold a meeting at the completion of the membrane application attended by all parties that were present at the pre-job conference. A punch list of items required for completion shall be compiled by the Contractor and the manufacturer's representative. Complete, sign, and mail the punch list form to the manufacturer's headquarters. D. Issuance Of The Guarantee. Complete all post installation procedures and meet the manufacturer's final endorsement for issuance of the specified guarantee. Terapro guide specification 07 18 13-14 Pedestrian Traffic Waterproofing Membrane