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2021 Selva Madera Ct RESO21-0027 Screened EnclosureOWNER:ADDRESS:CITY:STATE:ZIP: BURBRIDGE H CLINTON 2021 SELVA MADERA CT ATLANTIC BEACH FL 32233-4531 COMPANY:ADDRESS:CITY:STATE:ZIP: TROPICAL ENCLOSURES BY MASTER SCREENS, I 4411 KELNEPA DR JACKSONVILLE FL 32207 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169506 1650 SELVA NORTE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2021 SELVA MADERA CT RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER SCREEN ENCLOSURE WITH SOLID ROOF $18000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 8/9/2021 PERMIT NUMBER RESO21-0027 ISSUED: 8/9/2021 EXPIRES: 2/5/2022 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $145.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.39 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.93 TOTAL: $299.82 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All water runoff must remain on this property. 2 of 2Issued Date: 8/9/2021 PERMIT NUMBER RESO21-0027 ISSUED: 8/9/2021 EXPIRES: 2/5/2022 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $299.82 RESO21-0027 Address: 2021 SELVA MADERA CT APN: 169506 1650 $299.82 BLDG SUBSEQUENT PLAN REVIEW FEES $75.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $145.00 BUILDING PERMIT 455-0000-322-1000 0 $145.00 BUILDING PLAN REVIEW $72.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE SURCHARGES $7.32 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.39 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.93 TOTAL FEES PAID BY RECEIPT: R16552 $299.82 Printed: Monday, August 9, 2021 10:54 AM Date Paid: Monday, August 09, 2021 Paid By: TROPICAL ENCLOSURES BY MASTER SCREENS, I Pay Method: CREDIT CARD 494623980 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16552 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION Page 1 of 2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BULLETIN 2-18 To: All Permit Applicants. From: Dan Arlington, CBO City Building Official Date: May 9, 2018 Re: PRE-CONSTRUCTION, FORM BOARD, AND FINAL POST- CONSTRUCTION SURVEYS REQUIRED. Per COAB, Section 24-66(a), a PRE-CONSTRUCTION TOPOGRAPHICAL SURVEY and a POST- CONSTRUCTION TOPOGRAPHICAL SURVEY are required for any new development. Sec. 24-66. - Stormwater, drainage, storage and treatment requirements. (a) Topography and grading. All lots and development sites shall be constructed and graded in such a manner so that the stormwater drains to the adjacent street, an existing natural element used to convey stormwater (see section 22-303, definitions: Stormwater management system), or a city drainage structure after meeting onsite storage requirements, as set forth within this section. The city shall be provided with a pre-construction topographical survey prior to the issuance of a development permit and a post-construction topographical survey prior to the issuance of a certificate of occupancy. Elevations in all topographic surveys will be referenced to NAVD 1988. Said surveys shall be prepared by a licensed Florida surveyor, and the requirement for either or both surveys may be waived by the director of public works if determined to be unnecessary. 1. A pre-construction topographical survey must be provided with the building permit application for any new development over 250 square feet. 2. A site survey, showing Finished Floor Elevation (FFE), Building Restriction Lines (BRL), and distances to property lines must be on site for the Slab Inspection, where the proposed structures are less than 0.5 feet from any BRL. NOTE: A Form Board Elevation Certificate, signed by a licensed surveyor, may suffice, where the proposed structures are greater than 0.5 feet from all BRLs. (Blank Form Board Certificates are provided by the City) 3. A final post-construction topographical survey must be provided before the Final Inspections can be scheduled. ,:...."•-..:_/r~ -.>? 11\ ":;> ,J 2: 0;{\9~ Page 2 of 2 The surveys must be original document; prepared by a licensed surveyor; signed, sealed, and dated; drawn to scale; and should be of sufficient size and clarity to indicate the location, nature, and extent of the new work and the existing structures on the site. The surveys must also show the locations and dimensions of the following: all impervious surfaces, pavers (new and previously existing, not removed by construction), setbacks, distances from lot lines, finished floor elevation, street address, site drainage patterns, and established finished grades. Where on-site stormwater retention is required, elevations must be shown to fully define the retention areas. All elevations should reference NAVD 1988 and the elevation and location of the benchmark for the survey should be indicated. If the structure is located in a flood zone, please provide finish floor elevations for all floor le vels, including garages, enclosures, and habitable spaces. Additionally, a preliminary FEMA Elevation Certificate is required before the slab is poured and a final Elevation Certificate is required before final C.O. inspection, per FEMA and NFIP Guidelines. Other features to be shown include flood zone boundary lines, base flood elevations (BFE), flood ways, the Coastal Construction Control Line (CCCL), all easements, storm water retention areas, all storm water requirements of COAB, Land Development Regulations, Section 24-66 and any other development features. All fill dirt must be approved by Public Works before delivery. The pre-construction, form board, and final post-construction surveys are important documents for ensuring adequate drainage throughout neighborhoods, code compliance, and archiving this information in the permanent record. We appreciate your cooperation in this matter. DJA 5/9/2018, 10/02/2018 RESO21-0027 Building Permit Application City of Atlantic Beach 800 Sem i nole Ro ad, Atla ntic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 24 7-584 5 Job Addr ess: 2021 Selva Madera Ct Atlantic Beach FL 32233 Permit Number: __________ _ Lega l Description 40-37 09-2S-29E SELVA NORTE UNIT TWO LOT 80 RE# _________ _ Valuation of Work (Replacement Cost) $._1_8,_oo_o _____ Heated/Cooled SF _____ Non-Heated/Cooled, ____ _ • Class of Work {Circle one): New Addition {Alterat~ Repair Move Demo Pool Window/Door • Use of existing/proposed str ucture(s) {Circle one): Commercia l (lf[s1 d en!_GI:!) • If an existing structure, is a fire sprinkler system installed? (Circle one): Yes @) N/A • 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 w ork to be perfo rmed: Flo rida Product Approval #. ___________________ for multiple products use product app roval form Property Owner Information Name: Clinton Burbridge Address: 2021 Selva Madera Ct City Atlantic Beach State Florida Zip 32233 Phone -'(9_0_4:...)7_44_-_35_0_0 ________ _ E-M ail tropicalenclosures@gmail.com Ow ner o r Agen t (If Agent, Power of At torney or Agency Letter Required) ___________________ _ Contractor Information Name of Company: Tropical Enclosures Qualifying Agent: St oft ~ Ov-hY' Address 7111 fH:\Q.r«\'v B\vo.. City Jacksonville State Florida Zip_3_22_3_3 ___ _ Office Phone (904)744-3500 Job Site/Contact Number C\Q--1 -744 ~ 3Soo State Ce r tification/Registration# SC. C.. j 31 I SW%£'. E-Mail:r(\,)~)) C P-A eoC,,\g()(E'.J @gl'('\.a..,,~~. C0"".'"' Architect Name & Phone# __________________________________ _ Engineer's Name & Phone# _________________________________ _ W orkers Compensation----------------------------------- Exempt /Insurer/ Lease Employees / Expiration Date Application is hereby made to obtain a permit to do the work and insta llations as indicated. I certify t hat no work or installation has commenced prior to the issuance of a permit and that all work w i ll be perfo r med to meet the standards of all the laws r egulatio ng constructio n in this jurisdi ction. I understand that a separate permit must be secured for ELECT RICA L W OR K, PLUMBING, SIGNS , WELLS, POOLS, FUR NAC ES, BOI LERS, HEATERS, TA NKS, and AIR CO NDITIONERS, et c. OWNER'S AFFIDAVIT; I certify that all the foregoing information is accurate and that all work will be done in compliance with all app lica ble laws regul ating construction and zoning. [ I Personally Known OR [~duced Ide nt ification 0 ._.. Type of Identification: __ ...::_z:.... _________ _ [ Personally Known OR [ ] Produced Identification Type of Identification: _____________ _ HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below, Sun room and Screen Enclosu re Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom which could include, but not be limited to, addition of any form of temperature control system or removal of the doors/windows separating the sunroom from the host structure, the room may become non-compliant with the requirements as mandated bv the Florida Buildina Code , the Florida Model Enerav Code and State Statutes. OWNE R I have read this complete form and understand I am receiving a Category _l _ Sunroom (1-V) Printed Name Clyiton ~u rbcidge Address 2021 Selva Madera Ct Atlantic Beach FL 32233 Signed : ./-I_ /-V/l -7. 2 -/// Date :z 1.:2..h ,,;u; f2..{ { I 7)"; day of f.1fy, j fl .Yi J 2-02-1 i~ ''°((){;;;;;;ha, .. ~~"'-"' Before me this ~J,f\-HV\ PtAf t'Y? tJ fl O ~ .J ,~ ' /\.A hercm by h1mselt7herselfand affinns all statemen ts and declaraT,ons herein are true '!Jid accurate . ----~----------4J .... ---...... -.. -... ----.,. .... , Notary Public a1 Large, State of Pl-: . County of [), .A • ,:J\_ Nota,y Public S1ata ~ Flotfda '. A .J /(l · ~ . . Nicole Dumam , • Ptrso nally~wn Dor Produced ldentHication ~ V ◄ \.~J M'f ••• -~ 00 313&08 ~~ ID Typ e __. ► a, Elcpiree 03/18/2023 , • ...... _ ... ______ -------- Sunroom and Screen Enclosure Reguirements Category I II Ill IV V Habitable Space No No No Yes Yes Foundatio n Walls <200plf Walls <200plf Walls <200plf can Walls <200plf Walls <200plf can can have 8"W can have 8"W have 8"W x12"O can have have 8"Wx12"O x12"O ftg or 3-x12"O ftg or 3-ftg or 3-1/2" slab if 8"Wx12"O ftg ftg OR have site 1 /2" slab if no 1 /2" slab if no no concentrated OR have site specific concentrated concentrated load > 750Ib OR specific engineering load >750Ib OR load > 750Ib OR have site specific engineering have site specific have site specific engineering enaineerinq enoineerino Ex isting exterior GFCI outlet Relocate or add additional outlet to exterior if enclosed Exit Lighting Not Required Required Required Required Required Interior Electric Not Required Not Required Required Required Required Outlets Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit Escape exist. structure must meet code must meet code. Exit must meet must meet code . Ope nings allowed if open to code. atmosphere and has screen door leading away from residence. Misc. Window Host structure Windows must Windows may be Host structure Host structure and Door windows/doors be removable fixed or removable. windows & windows & doors Requirements shall not be Host structure Host structure doors shall not may be removed . removed. windows/doors windows and be removed. Forced entry , air shall not be doors shall not be Forced entry, leakage and water removed. removed. Forced air leakage penetration entry, air leakage and water requirements and water penetration apply. penetration requirements requirements apply. apply. W i nd Borne Required, can be on host structure, if built under existing Debris Opening Not Required Not Required Protection roof Energy Sheets Not Required Not Required Not Required Requ ired Required Doc# 2021058205, OR BK 19617 Page 112, Number Pages: 1, Recorded 03/05/2021 09:47 AM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 .00 NOTICE OF COMMENCEMENT State of FL __________ _ Tax Fo lio l\o. 169506-1650. _____ _ Counry of _DUVA L ________ _ To Whom It May Concern : The undersigned hereby infomis you that im provements will be made to ccnain real property. and in accordance with Section 7 I 3 of the Florida Statutes, the following information is stated in this NOTICE OF COM MEN CEMENT. Legal Description of property being improved : 40-37 09-2S-29E SELVA NORTE UN IT TWO LOT 80 ___ _ Address of property being improved:_ 2021 Selv a Madera Ct Atlantic Beach FL 3223 3 __________ _ General description of improvements: solid roof screen enclosure , Ccr:<.<e+-Js,. :fb.?:!\r.ii\S j Owner: Clinton Burbridge Address: 2021 Selva Madera Ct Atlantic Beach FL 32:!33 Owner's interest in si te of the improvement: 100% _______________________ _ Fee Simple Titleholder (if other than owner): ____________________________ _ Name : ______________________________________ _ Contractor: SCOTT NORTON Address: 71 17 Atlantic BL VD Jac~sQn_v illc FL 322 J 1 ___________ _ Telephone No.: _9""'0._4'--7"'"4"'"4'-•=35""0""0 _________ _ Fax No: 888 -3 49-0315 Surety (if any) _____________________________________ _ Address: _______________________ Amount of Bond$ ________ _ Telephone No: __ Fax No: Name and address of any person making a loan for the construction or 1he improvements Name.---------------------------------------- Address: -------------------------------------- Phone No : ___________ _ Fax No: ______ _ l\ame of person within the Staie of Florida. other than himself. designated by owner upon whom notices or other documents may be served : Name: ------------------------------------ Address: -------------------------------------- Te I e phone No: __________ _ Fax No: _________ _ In addition 10 himself. owner designa1es the following person to receive a copy of the Lienor's No1ice as provided in Section 713 .06(2X b), Florida Statues. (Fill in a1 Owner's option) Name: ------------------------------------ Add rc s s: -------------------------------------- Telephone No: __________ _ Fax No: ___ _ Expiration date of Notice of Commencement (the expiration date is one (I) year from the date of recording unless a different date is specified):--------------------------------------- THIS SPACE FOR RECORDER'S USE ONLY • ◄E X A C T A T L a n d S\ J r v e v o r s , L L C l ' l l ( f f J t ' T Y ~ 20 2 1 . S 8 . V " M A O E M CO U R T , Al l A ' f f i C II E . . a l . FU > l U D A 3 2 2 ] ] SU R V E Y o« J M I J E l t 2l 0 C . . \ 0 5 C D U [ O f l l J = <5 / 1 2 / l l lt E ' o l 5 I D N I V < T E C 5 t /I B I D 5, 12 / 2 ! 1 Z D l' Q W T S O F l ' f T I J I B T ll U D IO O R K DA T L l / 1 1 / 2 1 1 ! 1 I . FM > I E SH E D < N B SO ' D I W > I A G E AA D 1/ T l U T Y E A S D I B ( f 1. 6' W f 0\ ' 9 1 SO ' D I W N A G E AI I O lm l l T Y E A S E M £ H T 4 " ' ~ , : .I ' JH . T U J ( ~ ' f ' ,. , C l \ , f' l . 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J: Nh l r i \ i f a c t u t e r t~ 1 : t .-, - ~ ;\ t ~ ~ • !f f e < ' - ~ 4 : Ji . ~ t f o l ~ i i l t r i l S ! r t i f i "! t ~ ~ ;" • l J . i < r f - " i t f ; : ' > f _ • ·• · • - , ,. • ·• ._ ; · " • ,' ( ,. , . . . , ~ ~ ,, . ~. c> . ' ;j ' " " " " ; -, . , -- . . . , ' ' • ': i i .- . . , , . # .. .: ; ; - ' F ~ ; ; ; ; , ~ . _ ,~ ~-, r :I , ; 1 1 to 1 1 1 i : - t e : r i 1 0 A i ~~ (ffi'tlud~;sulf!x)' -·rutoirattrih EX A M P L E AC M E I 36 " Ex t e r i o r Wi d g e t 20 1 7 1234S .0l 12/31/2017 A. E> e t e r i o r Do o r s - - 1. S w i n gi n g 2. S li di n g 3 . Se c t i o n al 4 . R o ll -up 5. A u t o ma t ic ' 6. Ot h e r B . Wi n d o w s 1. Si n g le Hu n g 2 . Ho r i zo n t a l S l i d e r 3 . Ca s e m e n t 4 . Do u b l e Hu n g 5 . Fi xe d 6 . Aw n i ng 7 . Pa s s -th r o u g h 8 . Pr o j e c t e d 9 . Mu l l i o n 10 . Wi n d Br e a k e r 11 . Du a l Ac t i o n 12 . Ot h e r C. Pa n e l Wa l l 1 . Si d i ng 2. So f f i t s 3. EI F S 4. St o re f r o n t 5 . Cu r t a i n Wa ll s 6. W a l l Lo u v e r s 7. Gl a ss Bl o c k 8 . M e m b r a n e 9. Gr e e n h o u s e 10 . Sy n t h e t i c St u c c o 11 . Ot he r D . Ro o f i n g Pr o d u c t s 1. As p h a l t Sh i n g l e s . 2 . U n de r l a ym en t s 3. Ro o f i n g Fa s t e n e r s 4 . N o n- s tr u c t u r a l Ro o f M e t a l 5. Bu i l t -u p Ro o f i n g 6. Mo d i f i e d Bi t u m e n 7 . Si n g l e - p l y Ro o f i n g 8. Ro o f i n g TI i es 9. Ro o f i n g In s u la t io n 10 . W a t e r - pr o o f i n g 11 . W o o d Sh i n g l e s / S h a k e s 12 . Ro o f i n g Sl a t e 13 . l i q u i d -ap p l ie d Ro o f i n g 14 . Ce m e n t -ad h e s i v e co a t s 15 . Ro o f Ti l e Ad h e si v e 16 . Sp r a y -a pp l i e d Po l y u r e t h a n e Ro o f i n g I 17 . 0 t h e r £h \ e . , 1 " ~ t- - 1 ~ "x . Q. - - ; J . J ) " £\ H e £P S u> m e c , & t t . ~ f Z O l l lSlol -1 121:z,(Jln 2. Ot h e r Ca t e g o r y /S ub c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n o f se S t a t e # Local# H. ~ W EX T E R I O R EN V E L O P E PR O D UC TS I. 2. In ad d i t i o n to co m p l e t i n g th e ab o v e li s t o f ma n u f a c t u r e r s , pr o d u c t de s c r i p t i o n an d St a t e ap p r o v a l nu m b er fo r th e pr o d u c t s used on this project, the Co n t r a c t o r s ha l l ma i n t a i n on th e jo b si t e an d aY a i l a b l e to th e In s p e c t o r , a le g i b l e co p y o f ea c h ma n u f a c t u r e r ' s pr i n te d specifications and installation in s t r u c t i o n s al o n g w it h th i s Pr o d u c t Ap p r o v a l Sh e e t . I ce rt i f y th a t th i s pr o d u c t ap p r o v a l li s t is tr u e an d co r r e c t to th e be s t o f m y kn o w l e d g e . I fu r t h e r ce r t i f y th a t us e o f di f f e r en t components other than the ones li s t e d in th i s do c u m e n t mu s t be ap p r o v e d by th e Bu i l d i n g Of f i c i a l . (C o nt r a c t o r ru n e ) (P r i n t am e ) se o t t ~ ✓£ ~ Co m p a n y Na m e : <f Yq 2 t C Q A tb c J ~ V - - v - e ~ 1\i t a s 4 V - ' S' i f ~ S' Ma i l i n g Ad d r e s s : 7 , U I &\: \ a t " \ :t f C JD ~ Ci t y : SA & St a t e : ft _ , , Zi p Cod ~ : -= - 3_; : J - c _; r _ t _ l _ _ _ Te l ep h o n e um b e r : ~ l L ( ) t U U - 3; " ~ 0 Fa x um b e r : ( ) - - - - - - - - - Ce l l Ph o n e um b e r : ( ) _ _ _ _ _ _ _ _ _ E- m a i l Ad d r e ~ s : 1 V 4 ' J \ C W O : v \ O~ : e s ) {j j g't Y ' A 1 '\ · C ~ RESO21-0027 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd , Atlantic Beach , FL 32233 .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQU I RED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ______ _ 0 Revision to Issued Permit OR D Corrections to Comments Date: LO, ( I g-(g-1 Project Address : d)Qk\ S-e\ ~ f\.A.flQ e({).. (;± · Con tractor/Contact Name: TYC+) \C:UJ EOC1Q~tl(f ~ / 3£. crtl: N0✓f1)/> Contact Phone: aj -7~(.J-~cC> Email: ±Yt{) \ ca .\ ecrlrux:es@ ~ 01'.QJ· t . c~ Description of Proposed Revision / Corrections: C.orcected u vi;, i + ?wJ # J- =-------------affi rm the revision/correction to comments is i nclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 0 No EJ Yes (additional s.f. to be added : ___________ ) •,.ti(ill proposed revision~c_orrec~ions ad~ addi_ti~nal increase in building yalue to original submitta l ? LJNo E]•ves (add1t1onal increase in building value: $ ________ ) (Contractor must sign ,f increase in valuat ion) *Signature of Contractor/Agent: ____________________ _ (Office Use Only) ~ Approved D Denied D Not Applicable to Department Permit Fee Due $ _____ _ Revision/Plan Review Comments __________________________ _ Department Revi ew Required: Building Planning & Zon ing Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updot~d 10/17/18 . .. .. . . . . . £iris.f.j "9 Cone. b\.v' ti, b~ y;z4·~•4r~A I i ~ ~ ~ ~ ' , ~ ~ ~ - 7 A ' I l I . . . . z . . t . s · L O - 0 0 . . 2 S T Y . R e 1 2 0 2 I P ~ v ~ r - f " q . ~ A d J , + ; O V \ f ; ' W J ' . m 1 I O U I ; f t c . : l J ~ , ~ . o I t 5 c . . . - ~ ~ l i ' \ E t , e . l o s u . . , , . ( . o v e . , - £ , r , s 4 - ~ " j l > " ' v e ~ s S - 1 N O T E S P R O J E C T A D D R E S S : R E V I S I O N : D A T E : R O 1 R O 2 R O 3 R O 4 C O N T R A C T O R : F B C P l a n s & E n g i n e e r i n g S e r v i c e s , I n c . 6 2 7 2 A b b o t t S t a t i o n D r . U n i t 1 0 1 Z e p h y r h i l l s , F L 3 3 5 4 2 P h # ( 8 1 3 ) 7 8 8 - 5 3 1 4 F a x # 1 - ( 8 6 6 ) 8 2 4 - 7 8 9 4 E - m a i l - e r b @ f b c p l a n s . c o m W e b s i t e - w w w . f b c p l a n s . c o m C . O . A . - # 2 9 0 5 4 P R O F E S S I O N A L E N G I N E E R S E A L E N G I N E E R O F R E C O R D : F L O R I D A L I C E N S E : 5 3 6 0 8 D a v i d W . S m i t h P . E . F L O R I D A L I C E N S E : 3 8 6 5 4 T h o m a s L . H a n s o n P . E . F L O R I D A L I C E N S E : 8 6 6 6 3 M y r o n M a x N e a l P . E . F L O R I D A L I C E N S E : 7 0 6 6 7 J o e l F a l a r d e a u P . E . F L O R I D A L I C E N S E : 7 7 6 0 5 E r i k S t u a r t P . E . J o b # 2 1 _ 0 3 0 4 _ 0 8 9 A L U M I N U M S T R U C T U R A L M E M B E R S H O L L O W S E C T I O N S 2 x 2 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 ” x 2 ” x 0 . 0 4 4 ” 2 x 3 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 ” x 3 ” x 0 . 0 5 0 ” 2 x 4 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 ” x 4 ” x 0 . 0 5 0 ” 2 x 5 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 ” x 5 ” x 0 . 0 5 0 ” 3 x 3 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 ” x 3 ” x 0 . 1 2 5 ” O P E N B A C K S E C T I O N S 1 x 2 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ” x 2 ” x 0 . 0 4 0 ” 1 x 3 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ” x 3 ” x 0 . 0 4 5 ” S N A P S E C T I O N S 2 x 2 S M S : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 ” x 2 ” x 0 . 0 4 5 ” 2 x 3 S M S : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 ” x 3 ” x 0 . 0 7 2 ” 2 x 4 S M S : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 ” x 4 ” x 0 . 0 4 5 ” 3 x 3 S M S : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 ” x 3 ” x 0 . 0 9 0 ” S E L F M A T I N G ( S M B ) 2 x 4 S M B : - - - - - - - - - - - - - - - - - - - - - - 2 ” x 4 ” x 0 . 0 4 4 ” x 0 . 1 0 0 ” 2 x 5 S M B : - - - - - - - - - - - - - - - - - - - - - - 2 ” x 5 ” x 0 . 0 5 0 ” x 0 . 1 1 8 ” 2 x 6 S M B : - - - - - - - - - - - - - - - - - - - - - - 2 ” x 6 ” x 0 . 0 5 0 ” x 0 . 1 2 0 ” 2 x 7 S M B : - - - - - - - - - - - - - - - - - - - - - - 2 ” x 7 ” x 0 . 0 5 7 ” x 0 . 1 2 0 ” 2 x 8 S M B : - - - - - - - - - - - - - - - - - - - - - - 2 ” x 8 ” x 0 . 0 7 2 ” x 0 . 2 2 4 ” 2 x 9 S M B : - - - - - - - - - - - - - - - - - - - - - - 2 ” x 9 ” x 0 . 0 7 2 ” x 0 . 2 2 4 ” 2 x 1 0 S M B : - - - - - - - - - - - - - - - - - - - 2 ” x 1 0 ” x 0 . 0 9 2 ” x 0 . 3 7 4 ” T U B E S E C T I O N S 2 x 2 : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 ” x 2 ” x 0 . 0 9 0 ” General NotesA. CONCRETE & FOUNDATION DESIGN:1.ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000PSI MINIMUM.2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSIMINIMUM, 3 1/2" NOMINAL THICKNESS.3. FIBERMESH (3/4” PER CUBIC YARD MIN.) MEETINGAPPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USEDIN LIEU OF WELDED WIRE MESH4. ALL SLABS ON GRADE SHALL BE 4” THICK WITH FIBERMESH.5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 406. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALLBE 3000 PSI MIN., 2” MINIMUM. THICKNESS.7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THEFOLLOWING:OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).AGGREGATES - #6 STONE , ASTM C 33 SIZE NO. 67 LESS THAN3/4".AIR ENTRAINING +/- 1% - ASTM C 260.WATER REDUCING AGENT - ASTM C 494.CLEAN POTABLE WATER.OTHER ADMIXTURES SHALL NOT BE PERMITTED.9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.10.PREPARE & PLACE CONCRETE ACCORDING TO AMERICANCONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,2, & 3 ALONG WITH HOT WEATHER CONDITIONSRECOMMENDATIONS.11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,SPALLING OR OTHER DETERIORATION.B. MASONRY:1.CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARDHOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ONTYPE M OR S MORTAR.2.ALL MORTAR SHALL BE OF TYPE M OR S.3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVEMAXIMUM COARSE AGGREGATE SIZE OF 3/8”.4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAININGREINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0” INHEIGHT.C. ALUMINUM:1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THEMINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH AMINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF0.024" SHALL APPLY.3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO “PART 1-A -SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLESTRESS DESIGN” OR “PART 1-B - SPECIFICATIONS FORALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCEFACTOR DESIGN” OF THE ALUMINUM DESIGN MANUALPREPARED BY THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 7thEDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20ALUMINUM).4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, ORPRESSURE TREATED LUMBER PROVIDE DIELECTRICSEPARATION.5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESSTHAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IFUSING #12 SPACING MAY BE 24" ON CENTER.6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEYSHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING"REMOVABLE PANEL SHALL BE REMOVED WHEN WINDSPEEDS EXCEED 75 MPH" . DECAL SHALL BE PLACED SO IT ISVISIBLE WHEN PANEL IS INSTALLED.7. 1"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BEATTACHED TO HOST WITH 1/4"Ø X 1-3/4" EMBEDMENT & 24"O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZEWOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMSOR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.D. FASTENERS:1.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE300 18-8, WITH STANDARD FLAT WASHER UNLESSMANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USEWITH ACQ PRESSURE TREATED WOOD.2.HEX BOLTS HAS TO BE ASTM A 3 2 5 , P L A T E D W I T H S T A N D A R D FLAT WASHERS AND NUTS.3.ALL CONCRETE SCREWS SHAL L B E , S I M P S O N , H I L T I , R A W L , TAPCON, REDHEAD, DYNABOL T , P O R T E C T O R A P P R O V E D EQUAL.4.ALL METAL TIES AND ASSOCI A T E D A C C E S S O R I E S S H A L L B E HOT DIPPED GALVANIZED.5.ALL LAG BOLTS SHALL HAVE A M I N I M U M E M B E D M E N T O F 8 X BOLT DIAMETER INTO STRUC T U R A L F R A M I N G ( G = . 4 2 M I N . ) . 6.LAG BOLTS AND SCREWS INT O W O O D F R A M I N G S H A L L B E PROVIDED WITH PILOT HOLES H A V I N G A D I A M E T E R N O T GREATER THAN 70 PERCENT O F T H E T H R E A D D I A M E T E R O F THE BOLT OR SCREW. ALL LA G B O L T S A N D S C R E W S S H A L L B E INSERTED IN PILOT HOLES BY T U R N I N G A N D U N D E R N O CIRCUMSTANCES BY DRIVING W I T H A H A M M E R . 7.ALL EXPANSION ANCHORS SH A L L B E D E S I G N E D I N ACCORDANCE WITH THE SPEC I F I C M A N U F A C T U R E R ' S REQUIREMENTS AND ALLOWA B L E L O A D S A N D S H A L L O N L Y BE APPLIED IN CONDITIONS A C C E P T A B L E T O MANUFACTURER. FASTENERS S H A L L B E A M I N I M U M O F S A E GRADE #5 OR BETTER ZINC PL A T E D . 8.ALL FASTENERS CONNECTING A L U M I N U M C O M P O N E N T S O R PRESSURE TREATED LUMBER A R E S T A I N L E S S S T E E L T Y P E 3 0 0 18-8, UNLESS MANUFACTURER G A L V A N I Z E D B O L T S S P E C I F I E S FOR USE WITH ACQ PRESSURE T R E A T E D W O O D , O R OTHERWISE NOTED ON PLANS . 9.ALL FASTENERS SHALL COMP L Y W I T H A S T M A 1 5 3 . 10.ALL CONNECTORS SHA L L C O M P L Y W I T H A S T M A 6 5 3 CLASS G-185.11. FOR SMS, THE MINIMUM CEN T E R - T O - C E N T E R S P A C I N G SHALL BE 3/4" AND MINIMUM C E N T E R - T O - E D G E S H A L L B E 1 / 2 " UNLESS NOTED OTHER WISE.E. REFERENCE STANDAR D S : ASTM E 119ASTM E 1300CURRENT ASCE 7CURRENT ALUMINUM DESIGN M A N U A L - A A A S M 3 5 , A N D S P E C . FOR ALUMINUM PART 1-A, & 1 - B ASTM C94ASTM C150ASTM C33ASTM C260ASTM C494ASTM A615ASTM A185FLORIDA BUILDING CODE 7th E D I T I O N ( C H A P T E R S 1 6 , 2 0 & 2 3 ) . F. ABBREVIATIONS:THE FOLLOWING LIST OF ABB R E V I A T I O N S I S N O T I N T E N D E D TO REPRESENT ALL THOSE US E D O N T H E S E D R A W I N G S , B U T TO SUPPLEMENT THE MORE C O M M O N A B B R E V I A T I O N S . 1.TYP -- TYPICAL2.SIM -- SIMILAR3.UON -- UNLESS OTHERWISE N O T E D 4.CONT -- CONTINUOUS5.VIF -- VERIFY IN FIELDG. RESPONSIBILITY:1.ALL SITE WORK SHALL BE PER F O R M E D B Y A L I C E N S E D CONTRACTOR IN ACCORDANC E W I T H A P P L I C A B L E B U I L D I N G CODES, LOCAL ORDINANCES, E T C . 2.CONTRACTOR SHALL VERIFY A L L D I M E N S I O N S A N D D E T A I L S , NOTIFYING ENGINEER OF ANY D I S C R E P A N C I E S B E T W E E N DRAWINGS, FABRICATED ITE M S , O R A C T U A L F I E L D CONDITIONS.3.THESE DRAWINGS REPRESENT T H E A C C E P T A B I L I T Y O F T H E 'SUNROOM' ROOM ADDITION E L E M E N T S A S P R O V I D E D B Y T H E CONTRACTOR.4.ALL DETAILS ON THESE DRAW I N G S A R E E N G I N E E R E D B A S E D ON INFORMATION PROVIDED B Y T H E C O N T R A C T O R A N D MANUFACTURER.5.ANY DETAILS NOT SHOWN AR E T O B E E N G I N E E R E D B Y A LICENSED P.E. IN ACCORDANC E W I T H S T A N D A R D ENGINEERING PRACTICES.H. MISCELLANEOUS:1.ALUMINUM ADDITIONS ARE N O T T O B E I N S T A L L E D O N A MANUFACTURED HOME, TRAI L E R H O M E , O R P R E - F A B H O M E . I F THE EXISTING STRUCTURE IS O N E O F T H E S E , A S E P A R A T E 4 T H WALL SUPPORT SYSTEM MUS T B E E N G I N E E R E D S O T H A T N O A D D I T I O N A L L O A D I N G I S P L A C E D O N T H E M A N U F A C T U R E D H O M E . 2 . I F E N C L O S U R E C O N T A I N S A S W I M M I N G P O O L O R S P A , T H E E N C L O S U R E S H A L L C O M P L Y W I T H R E S I D E N T I A L S W I M M I N G B A R R I E R R E Q U I R E M E N T S O F T H E F B C 7 t h E D I T I O N R 4 5 0 1 . 1 7 I N I T S E N T I R E T Y . 3 . D O O R L O C A T I O N S M A Y B E D E T E R M I N E D I N T H E F I E L D B Y C O N T R A C T O R . 4 . I F P A V E R S A R E U N D E R A L U M I N U M M E M B E R S T H E Y S H A L L H A V E E P O X Y A D H E S I V E T O C O N C R E T E O R I F U S I N G G R O U T , E N S U R E B O N D I N G A G E N T I S U S E D F I R S T A N D A D H E R E D W I T H M I N I M U M 3 0 0 0 P S I G R O U T . 5 . S C R E E N I N G M A T E R I A L S H A L L B E 1 8 X 1 4 X 0 . 0 1 3 O R E Q U I V A L E N T D E N S I T Y S C R E E N M E S H O N L Y U N L E S S N O T E D O N D R A W I N G S - 2 . B U R B R I D G E 0 3 / 2 4 / 2 0 2 1 D A T E : T R O P I C A L E N C L O S U R E S 7 1 1 7 A T L A N T I C B L V D J A C K S O N V I L L E , F L 3 2 2 1 1 D R A W N B Y : B B D E S I G N D A T A : 1 . U L T I M A T E D E S I G N W I N D S P E E D V u l t , ( 3 S E C O N D G U S T ) : 1 3 0 M P H N O M I N A L D E S I G N W I N D S P E E D V a s d : 1 0 1 M P H 2 . R I S K C A T E G O R Y : 1 3 . W I N D E X P O S U R E : C 4 . W I N D L O A D S : S C R E E N R O O F : N / A S C R E E N W A L L S : 3 2 P S F S O L I D R O O F ( S C R E E N W A L L ) : 2 7 P S F 5 . F A C T O R A P P L I E D T O S C R E E N W I N D L O A D S F O R 1 8 X 1 4 X 0 . 0 1 3 O R E Q U I V A L E N T D E N S I T Y S C R E E N M E S H : 0 . 8 8 6 . F A C T O R A P P L I E D T O S C R E E N W I N D L O A D S F O R A L L O W A B L E S T R E S S D E S I G N : 0 . 6 7 . L I V E L O A D : 3 0 0 l b . V E R T I C A L D O W N L O A D O N P R I M A R Y S C R E E N E N C L O S U R E M E M B E R S . 2 0 0 l b . V E R T I C A L D O W N L O A D O N S C R E E N E N C L O S U R E P U R L I N S . 1 0 P S F V E R T I C A L D O W N L O A D O N S O L I D R O O F . 8 . P R O P O S E D 1 2 " X 1 2 " W / ( 1 ) # 5 O R ( 2 ) # 4 R E B A R W / 2 5 " O V E R L A P O N 3 " C H A I R S W / 4 " M O N O L I T H I C S L A B W / F I B E R - M E S H F I L L E D W / 3 0 0 0 P S I S H A L L B E A D E Q U A T E T O R E S I S T T H E U P L O A D S F O R T H E P R O P O S E D S T R U C T U R E . 9 . S C R E E N R O O F T Y P E : N / A 1 0 . S O L I D R O O F T Y P E : 3 " X 4 8 " X 0 . 0 2 4 " E L I T E E P S C O M P O S I T E P A N E L R O O F 1 l b F O A M D E N S I T Y , F L O R I D A P R O D U C T A P P R O V A L , F L 7 5 6 1 - R 5 . 2 0 2 1 S E L V I A M A D E R A C R A T L A N T I C B E A C H , F L 3 2 2 3 3 S - 2 F L O O R P L A N P R O J E C T A D D R E S S : R E V I S I O N : D A T E : R O 1 R O 2 R O 3 R O 4 C O N T R A C T O R : F B C P l a n s & E n g i n e e r i n g S e r v i c e s , I n c . 6 2 7 2 A b b o t t S t a t i o n D r . U n i t 1 0 1 Z e p h y r h i l l s , F L 3 3 5 4 2 P h # ( 8 1 3 ) 7 8 8 - 5 3 1 4 F a x # 1 - ( 8 6 6 ) 8 2 4 - 7 8 9 4 E - m a i l - e r b @ f b c p l a n s . c o m W e b s i t e - w w w . f b c p l a n s . c o m C . O . A . - # 2 9 0 5 4 P R O F E S S I O N A L E N G I N E E R S E A L E N G I N E E R O F R E C O R D : F L O R I D A L I C E N S E : 5 3 6 0 8 D a v i d W . S m i t h P . E . F L O R I D A L I C E N S E : 3 8 6 5 4 T h o m a s L . H a n s o n P . E . F L O R I D A L I C E N S E : 8 6 6 6 3 M y r o n M a x N e a l P . E . F L O R I D A L I C E N S E : 7 0 6 6 7 J o e l F a l a r d e a u P . E . F L O R I D A L I C E N S E : 7 7 6 0 5 E r i k S t u a r t P . E . J o b # 2 1 _ 0 3 0 4 _ 0 8 9 D A T E : 0 3 / 2 4 / 2 0 2 1 T R O P I C A L E N C L O S U R E S 7 1 1 7 A T L A N T I C B L V D J A C K S O N V I L L E , F L 3 2 2 1 1 D R A W N B Y : B B DOOR LOCATION TO BE DETERMINEDBY CONTRACTOR IN THE FIELD::: C.ON IX ft ..---c.o ..-:-1X2 m u m 2 (f) ft c.o I ft c.o co X N 1X2 I I I I I 1- ~ - - - - - - - - , I I I ~ I O ] I I U 1-'-'-1-11 -t - - - - - - - - - I O J C/1 I 2 I I ( f ) ~ I C 0 I 1 _! _ _ _ _ _ _ _ ~ I I 'L -- = = - - = - - - - - - - - - I I I I I I I - - - - - - - - - - - + I I I I _ _ _ _ _ _ _ _ _ _ J : ¢ ' . ) , ~ I I I ( ] ( ) I I - - - - - - - - I I - - - - - - - - - - - - 1 - - 2 X 2 - - c : N f ) - ~ I - - - - - - - - - - - - PROPOSED 12"X 12" W/ (1) #5 OR (2) #4 REBAR--~ LINEAL FOOTING -+- - - - - - - - 1 7 ' - 0 " - - - - - - - - - + - ft I"") I L[) L [ ) L [ ) N - - - - : > N N ~ ..-------:> 0 . . - - - . . - - - I . 0 ~ . . X X X X ~ N ~ ~ X X X ~ ~ ~ 1 X 2 l /I 8 ' - 6 " l / I 8 ' - 6 " l / I 3 1 1 C O M P O S I T E P A N E L W / 2 4 " O V E R H A N G : : : 0 I f t c o . . - : - f t 0 I R O O F m u m 2 ( f ) c o X N 1 X 2 : : : N 0 X I . . - - - f t c o . . - : - 1 X 2 B U R B R I D G E 2 0 2 1 S E L V I A M A D E R A C R A T L A N T I C B E A C H , F L 3 2 2 3 TYPICAL SCREEN DOOR CONNECTION DETAILSCALE: NTS DOOR HINGE LOCATION2" x 2" EXTRUSIONHINGE LOCATIONHINGE LOCATION 2" x 2" EXTRUSIONFS-3 NOTES:1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM.2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM END OF THE UPRIGHT. # 1 0 S M S A T E A C H R I S E R F O R P A N O R # 1 0 S M S @ 8 " O . C . F O R C O M P O S I T E P A N E L S O L I D R O O F # 1 0 S M S @ 8 " O . C . F O R C O M P O S I T E P A N E L ( 2 ) # 1 0 X 2 " S C R E W S P E R 1 2 " W I D T H C O N N E C T I N G H E A D E R O R C H A N N E L T O F A S C I A . B R E A K F O R M H E A D E R O R R E C E I V I N G C H A N N E L 1 - 1 / 4 " ( M I N ) E X I S T I N G H O S T S T R U C T U R E ( 2 ) # 1 0 S C R E W S P E R 1 2 " W I D T H C O N N E C T I N G P A N T O H E A D E R ( B O T T O M O R B A C K O F P A N ) R O O F P A N E L T O F A S C I A C O N N E C T I O N D E T A I L S S C A L E : N T S S 1 S - 3 NOTE: ED G E B E A M ( S E E S H E E T S - 2 F O R S I Z E ) S H A L L B E O R I E N T E D I N D I R E C T I O N S H O W N . D e t a i l C 2 ( 4 ) # 1 0 S M S W / 3 / 4 " W A S H E R S P E R 1 2 " P A N E L A L U M I N U M R I S E R P A N SEE D E T A I L C 2 F O R ALUMIN U M R I S E R P A N S P O S T CONTI N U O U S E D G E B E A M O P T I O N A L 1 " X 2 " F A S T E N E D T O C O L U M N W I T H ( 2 ) # 1 0 X 2 " S M S I N T O S C R E W B O S S E S A N D F A S T E N E D T O E D G E B E A M W I T H ( 1 ) # 1 0 X 1 - 1 / 2 " S M S W I T H I N 6 " O F C O L U M N A N D @ 1 2 " O . C . M A X #10 SM S W / 1 " ∅ N E O - W A S H E R S @ 8" O . C . ( U S E S C R E W L E N G T H EQUA L T O C O M P O S I T E P A N E L TH I C K N E S S P L U S ( 1 ) I N C H ) (2) - 1 / 4 " ∅ M A C H I N E B O L T S W I T H 3 / 4 " W A S H E R S T H R O U G H POST A N D E D G E B E A M R O O F P A N E L T O E D G E B E A M C O N N E C T I O N D E T A I L S C A L E : N T S S S - 3 P R I M A R Y 2 " X 2 " X 0 . 1 2 5 " A N G L E ( 4 ) # 1 0 X 3 / 4 " S M S F A S T E N I N G S E C O N D A R Y A N G L E T O C O L U M N ( T Y P E A C H S I D E ) ( 1 ) - C O N C R E T E S C R E W ( S E E T A B L E ) A N C H O R I N T O P R I M A R Y A N G L E A N D @ 1 / 4 " ∅ C O N C R E T E S C R E W A N C H O R @ 2 4 " O . C . B E T W E E N C O L U M N S ( T Y P E A C H S I D E ) ( 2 ) # 1 0 X 3 / 4 " S M S F A S T E N I N G C O L U M N T O P R I M A R Y A N G L E ( T Y P E A C H S I D E ) 1 " X 2 " B A S E M E M B E R ( T Y P E A C H S I D E ) ( B ) - C O N C R E T E S C R E W A N C H O R I N T O S E C O N D A R Y A N G L E ( T Y P E A C H S I D E ) ( S E E T A B L E ) B C o l u m n S i z e 2 x 6 - 3 / 8 " 1 2 x 1 0 - 3 / 8 " 1 1 1 2 2 2 3 " ( M I N ) S E C O N D A R Y A N G L E M I N 0 . 1 2 5 " T H I C K ( N O T R E Q U I R E D F O R 2 X 3 M E M B E R ) A N C H O R S P A ( M I N ) ( T Y P ) ( S E E T A B L E ) 1 / 4 " & 3 / 8 " ∅ C o n c r e t e S c r e w A n c h o r M i n . S p a 3 " 3 " 4 " 5 " 3 " 4 " 4 . 5 " 2 " x 3 " O R L A R G E R U P R I G H T T O C O N C R E T E W / W O P A V E R D E T A I L S S C A L E : N T S G S - 3 U P R I G H T 2 x 3 - 1 / 4 " 0 0 " 2 x 4 - 1 / 4 " 2 x 5 - 1 / 4 " 2 x 7 - 3 / 8 " 2 x 8 - 3 / 8 " 2 x 9 - 3 / 8 " N O T E S : 1 . N U M B E R O F A N C H O R S " B " I S E A C H S I D E I N T O T H E S E C O N D A R Y A N G L E A N D D O E S N O T I N C L U D E T H E A N C H O R I N T O T H E 1 X 2 . 2 . M I N I M U M E M B E D M E N T O F A N C H O R S I N T O C O N C R E T E F O O T I N G S H A L L B E 2 - 3 / 4 " A T A T A L L U P R I G H T L O C A T I O N S . A L L S C R E W L E N G T H S A T U P R I G H T C O N N E C T I O N S S H A L L B E O F S U F F I C I E N T L E N G T H F O R R E Q U I R E D E M B E D M E N T I N T O C O N C R E T E F O O T I N G W H E N A P A V E R D E C K I S P R E S E N T . 3 . C O N C R E T E S C R E W A N C H O R D E S I G N S A R E B A S E D O N T H O S E L I S T E D O N S - 1 , D . F A S T E N E R S , O T H E R B R A N D & T Y P E S H A L L B E A P P R O V E D B Y E N G I N E E R . 4 . 2 X 3 W / 1 X 2 C O R N E R P O S T S H A L L R E Q U I R E S A M E B A S E C O N N E C T I O N S A S 2 X 4 S H O W N I N T A B L E . 5 . I F F O R A N I N - F I L L , T O P O F C O L U M N C O N N E C T I O N S I M I L A R I F C O N C R E T E L I N T E L . I F W O O D L I N T E L S U B S T I T U T E 1 / 4 " ∅ X 3 " L A G S C R E W F O R 3 / 8 " ∅ L D T F O R B O T H P R I M A R Y & S E C O N D A R Y A N G L E S . 6 . 2 X 2 X . 0 4 5 D O O R J A M B M E M B E R S H A L L C O N N E C T S I M I L A R T O 2 X 3 M E M B E R . P U R L I N O R G I R T T O B E A M O R P O S T D E T A I L S C A L E : N T S H S - 3 O P T I O N # 2 2 " X 2 " O R 2 " X 3 " P U R L I N O R G I R T ( 4 ) # 1 0 x 1 1 2 " S M S I N T O S C R E W B O S S E S O P T I O N # 1 R E C E I V I N G C H A N N E L O R A N G L E E A . S I D E ( t y p ) ( . 0 6 2 5 " T H I C K N E S S ) ( 2 ) # 1 0 x 3 / 4 " S M S ( t y p ) E A . L E G ) ( T O T A L 6 S C R E W S R . C . ( 8 ) S C R E W S A N G L E E A . C O N N E C T I O N ) 32x72x102x92x8433 BEAM "B"2x6 2x5 2x4221 NOTES:1. THE MINIMUM EDGEDISTANCE IS 3" FOR MASONRYSTRUCTURES.2. IF A RECEIVING CHANNEL ISUSED, USE TWICE THE NUMBER"B" ANCHORS INTO THE HOSTSTRUCTURE. ALL MINIMUMSPACING SHALL BE APPLICABLE. BEAM TO HOST TO CONNECTION DETAILSCALE: NTS AS-3 2"X2"X 0.125" ANGLE EA. SIDE OF BEAM OPTIONAL: 1"X2"OPENBACK ATTACHED TO HOSTW/ (1) 1/4"∅ CONCRETESCREW OR LAG WITHIN 6"OF BEAM & @ 24" O.C. MAXBETWEEN BEAMSSLOPED OR FLATROOF BEAM (SEESHEET S-2 FOR SIZE)(B) - 1/4" ∅ CONCRETE SCREWW/ 1-1/2" EMBEDMENT INTOMASONRY(1-1/2" MIN. SPACINGOR(B)- 1/4" ∅ X 2" LAG SCREWSINTO WOOD (1" MIN SPACING)(TYP 2 LOCATIONS)1/2" (TYP TOP &BOTTOM)(6)- #14 X 3/4"SMSATTACHING ANGLE TO BEAMEACH SIDE (1" MIN. SPACING)EXISTING HOST STRUCTURE(CONCRETE, GROUT FILLEDCMU OR WOOD) S - 3 D E T A I L S D R A W N B Y : B M P R O J E C T A D D R E S S : R E V I S I O N : D A T E : R O 1 R O 2 R O 3 R O 4 C O N T R A C T O R : F B C P l a n s & E n g i n e e r i n g S e r v i c e s , I n c . 6 2 7 2 A b b o t t S t a t i o n D r . U n i t 1 0 1 Z e p h y r h i l l s , F L 3 3 5 4 2 P h # ( 8 1 3 ) 7 8 8 - 5 3 1 4 F a x # 1 - ( 8 6 6 ) 8 2 4 - 7 8 9 4 E - m a i l - e r b @ f b c p l a n s . c o m W e b s i t e - w w w . f b c p l a n s . c o m C . O . A . - # 2 9 0 5 4 P R O F E S S I O N A L E N G I N E E R S E A L E N G I N E E R O F R E C O R D : F L O R I D A L I C E N S E : 5 3 6 0 8 D a v i d W . S m i t h P . E . F L O R I D A L I C E N S E : 3 8 6 5 4 T h o m a s L . H a n s o n P . E . F L O R I D A L I C E N S E : 8 6 6 6 3 M y r o n M a x N e a l P . E . F L O R I D A L I C E N S E : 7 0 6 6 7 J o e l F a l a r d e a u P . E . F L O R I D A L I C E N S E : 7 7 6 0 5 E r i k S t u a r t P . E . J o b # 2 1 _ 0 3 0 4 _ 0 8 9 D A T E : 0 3 / 2 4 / 2 0 2 1 T R O P I C A L E N C L O S U R E S 7 1 1 7 A T L A N T I C B L V D J A C K S O N V I L L E , F L 3 2 2 1 1 0 ---.... -~ ~ -~ I'--, 0 I 0 0 0 0 B U R B R I D G E 2 0 2 1 S E L V I A M A D E R A C R A T L A N T I C B E A C H , F L 3 2 2 3 1 2 " 1 2 " x 1 2 " L I N E A L F O O T I N G 12" G R A D E T Y P E I I L I N E A L F O O T I N G S C A L E : N . T . S . K S - 4 N O T E S F O R A L L F O U N D A T I O N T Y P E S : 1 . T H E F O U N D A T I O N S S H O W N A R E B A S E D O N A M I N I M U M S O I L B E A R I N G P R E S S U R E O F 1 , 5 0 0 P S F . T H E B E A R I N G C A P A C I T Y O F T H E S O I L V E R I F I E D B Y A L I C E N S E D C O N T R A C T O R P R I O R T O A N Y P O U R I N G O F C O N C R E T E . 2 . T H E S L A B / F O U N D A T I O N M U S T B E C L E A R E D O F A L L D E B R I S , A N D C O M P A C T E D P R I O R T O P O U R I N G O F A N Y C O N C R E T E . 3 . C O N C R E T E M E E T T H E S P E C I F I C A T I O N S I N T H E S - 1 N O T E S P A G E . ( 1 ) # 5 R E B A R O R ( 2 ) # 4 R E B A R C O N T I N U O U S W / 2 5 " O V E R L A P A T A L L J O I N T S O N 3 " C H A I R S & 3 " E D G E D I S T A N C E 3 " C O M P O S I T E R O O F P A N E L # 1 0 X 5 / 8 " T O A T T A C H F L A S H I N G T O R O O F P A N E L @ 1 2 " O . C . 3 " X 0 . 1 2 5 " H E A D E R A T T A C H E D T O T O P & B O T T O M I N T O C O M P O S I T E R O O F W / # 1 2 X 3 / 4 " 2 " X 2 " X 0 . 1 2 5 " X B E A M D E P T H A N G L E W / ( 6 ) # 1 4 X 3 / 4 " E A L E G 2 " X 2 " S M B E N D B E A M 2 " X _ _ " S M B R I D G E B E A M ( S E E S H E E T S - 2 F O R S I Z E ) R O O F P A N E L S A T R I D G E C O N N E C T I O N S C A L E : N T S S 2 I F 3 " X 3 " P O S T U S E ( 4 ) 3 / 8 " T H R U B O L T S W / 1 - 1 / 4 " W A S H E R S F O R B E A M S G R E A T E R T H A N 2 X 8 S M B - I F L E S S U S E ( 3 ) # 1 0 X 4 " S M S 1 - 1 / 4 " N E O P R E N E W A S H E R @ 6 " O . C . P E R P A N E L S - 4 6 " X 6 " X 0 . 1 2 5 " P O S T 6 " X 6 " X 0 . 1 2 5 " P O S T C O N N E C T I O N D E T A I L S C A L E : N T S G1S-4 T O P V I E W F R O N T V I E W 4 " ( m i n ) 6 " 1 " x 2 " O P E N B A C K A N C H O R E D T O C O N C R E T E w / 1 / 4 " X 3 - 1 / 2 " M A S O N R Y A N C H O R - 6 " M A X E A C H S I D E O F P O S T A N D 2 4 " O . C . M A X (3) -1/4" ∅ MACHINE BOLTS WITH WASHERS(MIN. EDGE DISTANCE = 1"MIN. SPACING= 2") 3 " x 3 " x 0 . 1 2 5 " A N G L E ( E X T E R N A L O R I N T E R N A L ) O R 0 . 1 2 5 " R E C E I V I N G C H A N N E L (4) - 3/8" ∅ CONCRETESCREW WITH 2-3/4"EMBEDMENT (MIN EDGEDISTANCE FROM DECKEDGE=3"MIN SPACING 4") N O T E : M I N I M U M E M B E D M E N T O F A N C H O R S I N T O C O N C R E T E F O O T I N G S H A L L B E 2 - 3 / 4 " A T A L L P O S T L O C A T I O N S . A L L S C R E W L E N G T H S A T P O S T C O N N E C T I O N S S H A L L B E O F S U F F I C I E N T L E N G T H F O R R E Q U I R E D E M B E D M E N T I N T O C O N C R E T E F O O T I N G W H E N A P A V E R D E C K I S P R E S E N T . NOTE: CONCRETE SCREW A N C H O R D E S I G N S A R E B A S E D O N T I T E N H D 3 / 8 " ∅ S C R E W ANCHORS, OTHER SIZE OR T Y P E O F A N C H O R S S H A L L N O T B E U S E D . (4) - 3/8" ∅ CONCRETESCREW WITH 2-3/4"EMBEDMENT (MIN EDGEDISTANCE FROM DECKEDGE=3"MIN SPACING 4") S - 4 D E T A I L S D R A W N B Y : B M P R O J E C T A D D R E S S : R E V I S I O N : D A T E : R O 1 R O 2 R O 3 R O 4 C O N T R A C T O R : F B C P l a n s & E n g i n e e r i n g S e r v i c e s , I n c . 6 2 7 2 A b b o t t S t a t i o n D r . U n i t 1 0 1 Z e p h y r h i l l s , F L 3 3 5 4 2 P h # ( 8 1 3 ) 7 8 8 - 5 3 1 4 F a x # 1 - ( 8 6 6 ) 8 2 4 - 7 8 9 4 E - m a i l - e r b @ f b c p l a n s . c o m W e b s i t e - w w w . f b c p l a n s . c o m C . O . A . - # 2 9 0 5 4 P R O F E S S I O N A L E N G I N E E R S E A L E N G I N E E R O F R E C O R D : F L O R I D A L I C E N S E : 5 3 6 0 8 D a v i d W . S m i t h P . E . F L O R I D A L I C E N S E : 3 8 6 5 4 T h o m a s L . H a n s o n P . E . F L O R I D A L I C E N S E : 8 6 6 6 3 M y r o n M a x N e a l P . E . F L O R I D A L I C E N S E : 7 0 6 6 7 J o e l F a l a r d e a u P . E . F L O R I D A L I C E N S E : 7 7 6 0 5 E r i k S t u a r t P . E . J o b # 2 1 _ 0 3 0 4 _ 0 8 9 D A T E : 0 3 / 2 4 / 2 0 2 1 T R O P I C A L E N C L O S U R E S 7 1 1 7 A T L A N T I C B L V D J A C K S O N V I L L E , F L 3 2 2 1 1 . . q · .. "' . .a . 4 . d . . , , A . . .,, a 0 0 0 " " ' 5 : - ~ · . . . . · . . d : • . , . A _ • , d . . . . : . . . . · . . . . . · B U R B R I D G E 2 0 2 1 S E L V I A M A D E R A C R A T L A N T I C B E A C H , F L 3 2 2 3