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2033 Selva Madera Ct RESO21-0033 EnclosureOWNER:ADDRESS:CITY:STATE:ZIP: WOLFROM LEWIS J 2033 SELVA MADERA CT ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: LIFETIME ENCLOSURES, INC.5521 CHRONICLE CT JACKSONVILLE FL 32256 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169506 1646 SELVA NORTE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2033 SELVA MADERA CT RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER 14' x 18' VINYL ENCLOSURE ON NEW SLAB $55379.00 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 EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of 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: 9/13/2021 PERMIT NUMBER RESO21-0033 ISSUED: 9/13/2021 EXPIRES: 3/12/2022 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 $304.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $152.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.97 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.31 TOTAL: $544.28 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 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. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 9/13/2021 PERMIT NUMBER RESO21-0033 ISSUED: 9/13/2021 EXPIRES: 3/12/2022 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $544.28 RESO21-0033 Address: 2033 SELVA MADERA CT APN: 169506 1646 $544.28 BLDG SUBSEQUENT PLAN REVIEW FEES $75.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $304.00 BUILDING PERMIT 455-0000-322-1000 0 $304.00 BUILDING PLAN REVIEW $152.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $152.00 STATE SURCHARGES $13.28 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.97 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.31 TOTAL FEES PAID BY RECEIPT: R17101 $544.28 Printed: Monday, September 13, 2021 2:27 PM Date Paid: Monday, September 13, 2021 Paid By: LIFETIME ENCLOSURES, INC. Pay Method: CREDIT CARD 511398787 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17101 ~+; 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 RESO21-0033 Bui lding Perm it App licat ion City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Pho ne: {904) 247-5826 Fax : (904) 247-5845 Job Address: _'1__()· ~_3_3~~~c.~-'~Vi~Q~/Vi~(J~r1_-F',~,~V~a ~r~,.,I~----Permit Number: ________ _ Legal Descri ption 4-n -YJ nq 1.S ~q ~.~,:-,\IQ ncv:Jf1 J Yllf.fo,.,10 I ol '?C/ Val uat ion of W ork (Replacemen t Cost) S -~ 5 319 -Heat ed /Co oled SF ____ Non-Heated/Coo led I ----- • Class of Work (Circle on e): New(Additioo) Alteration Repair Move Demo Pool Window/Door • Use of existing/propose d structure (s) (Circl e on e): Commercial ~ • If an existing structure, is a fire sp rinkler system in sta lled? (C i r cle one): Yes No ~ • Submit a Tree Rem oval Perm i t Application if any trees are to be remo ved or Affidavit of No Tree Removal Describe i n d et ail the type of work t o be performed : Florida Product Approval #~~-=L=-------'2.'--Z._Cj'---'--'(.'-'('--------------for multiple products use product approval form Prope rty Owner Infor m ation Name: i ~-e_u )l 5 {>\Ji:::cX'l"J ______ Address:_:W:33 ,_')p l,1u -~OAf':j(() (':J: City _ AJ:::i O .V) Jd ·c. (')ch _ State -Zip 3M -:,3 Phone 51 / · 4 3io -5]:)SD E-Mail L~ ll )()l.-h-a:rv1 t0 \IP 17.Fif\. I) O ' - Owner or Ag ent (If Agent, Power of Attorney or Ag ency Letter Required) ___________________ _ Con t ractor Information Name of Company: I 1 C, Juv1 P t}) C@ .LVf S> I V) c.. Address-5__7 :'JI f' lnvDf\ I r·Jf _ r:-r . Qualifying Agent: , l f' ~J; (\ I/ l /JV Oflic.::Phone CrlQ-4 '13.I ~t;"-~-O State Certification/Regist r ation# r f)~n:;l~4'1 I City dv y Sta te U Zip _3~;J.~,.:).~Q.o=- Job Site/Co ntact Number On.A '7 ..3 / ~':) E-M ai l :± CJa,[e,V-tu I 1 ~:Ji mP (> nr J,n<!_.J J VP S , UYY\ Arch :~cct Name & Phone# _________________________________ _ En gir,i:...!'·s Name & Phone#---------------------------------- Workers Com pen sati on -----------------------·------------ Exempt/ Insurer/ Lease Employees/ Expiration Date Application is her2by made to obtain a permit to do t he work and in stallations as indi ca t ed. I cer t ify that no work o r installation ha s commenced prior to the issuan ce of a permit and that all work will be performed to meet the standards of all the laws regulat iong construction in this jurisdiction. I understand t ha t a separate permit must be se:;ured fo r ELECT RICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BO ILERS , HEATERS, TANKS, and AIR CONDI TIONERS, etc. OWNER'S AFFIDAVIT: I ce rtify that all the foregoing i nformation is accurate and that all work will be done i n com p li ance with all applicable laws regulating construction an d zon i ng. 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 p ~ N ATTORNEY BEFORE RECO DING YOUR NOTICE OF COMMENCEMENT. ]J~ : • 3437 ,;. ..... // EXPIRES: July 21, 2024 ·.f.f!r.t.~?.•· Bonded Thru Notary Public Underwriters [ I Personally Known ~--iiiiiii;i;;;i;i;;;i;i;;;iiioiii~iiiiiiiiiiiiiiiiii~~ ........ , / 1~ Y. A LAA ... ~~!!'~-~~~ TON A . C [~7°'. Ji_°\.\ MY COMMI SSION # GG 983 437 ;.~·~•~: EXPIRES: July 21, 2024 ·<r,~~ft:•· Bonded Thru Notary Public Underwrite~----{-I] Pe rson ally Known --t-'] Produce d ldentificat~n. ..t.J.. Type of Identification: _QL;tt-_ __;_ __________ _ [ ] Prod uced Ident ification Type of Identification: _____________ _ RESO21-0033 TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 SITE INFORMATION ADDRESS ·:tQ33 ~\ \/{) N ,Od..Q.iO c_,_ 1 susrnv,s10N J eJ va tJ..l QCk FOR INTERNAL OFFICE USE ONLY PERMIT# ______ _ BLOCK LOT ·1~ RE# _ / 0? 9 S"Dlo -[ lP4 lo ,ef RESIDENTIAL 0 COMMERCIAL 0 OTHER APPLICANT INFORMATION NAME LrL1 )Is ·wlDl-fvcr:v) PHONE# 5.'7 I) 430 - ADDRESS 1-033 Sf-J va Modeva r} CELL# crTY A-ilCUJJ.-1c br11Ch STATE n_ -----ZIP CODE EMAIL L J WO l-i=v--{'.1fYl(i) V<>fl UYl, nu [Z]'owNER 0 LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subseq uently, I affirm that r.o re gulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described prope1ty c'ind/or adjacent properties including right-of-way. / I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent ✓//~~ SIGNATlJRE OF Ar LICANT PRINT OR TYPE NAME SIGNATURE OF APF-LICANT (2) PRINT OR TYPE NAME Signed and sworn before me on this / 5J day of • f~ b-,e.. wLI:> li):) l-9tz..oY'Y] Oath Sworn: D Yes 04 TREE AND VEGETATIONAFFIDAVIT03 .01 .2018 _, Z.OZ-( by DATE State of ~(_ County of if~ RESO21-0033 AFFIDAVIT FOR A TTACHD,""G A ~"'IW STRCCTCRE TO A.',' EXlSTI:\G STRL"CTI'RE TO: Buiiding Inspection Department, City of Atlantic Beach, 800 Seminole Road Ilome Owner: ( f'\J ) l S \A I Q \£nYVl Name • 2o3.~ 3<> \va rnadrrrJ t---r Ciiy. State and Zip Code Contractor: --=L ..:c._l =ft__),{_~· ..:.....:mi-=-__,@J""'-~.;..__;_:GlO=-~$..:c..UYi;;:_____;.e._s__,_/_n..;._L _______ _ Permit Number As the Coo tractor for the proposed new s~cture located at the above address, I have personally viewed with the above named home owner those portions of the existi::g structu~e on which portions of the proposed oew structure are to be attached for structural support. I am confide.nt that the drawings and details included with this permit application depict the existing conditions of the hcst structure, and tile members oft.11e existing structure upon which t½e new strucfure are to be a~ched are sound with no rot or deterioration. The home owner has been advised by me tl:at, i.'1 my best jdgrr.ent based on experie:1ce and knowledge of structural adequacy, the members of the existing structure upon wh:ch tl:e new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on the:n. By signing below, I hereby declare that I will hold the City of Atlantic Beach hannless and release it from any responsibility and liability for any adverse cor.sequences or failures resulting from this work, and farther that I will not initiate, execute or e:ijoin any legal actior: a 5a:r.st tl::e City of .Atlante Beach for_such_ comeq;.iences or failures. A copy of this documeot will be recorded as an official record with the Building Insp ection Department p ermit history so that any and all future buyers/owners of this property may be mad e aware of the · s pf work performed on this structure. Befoni me thi; d ay of __ ~ I',.,._•·_· ·_ ~._ • •-, __________ _ In the County of Duval, Stat~nally appeared F: building/affidavit for attach In;: a new structure to an ex!sti~g structure.doc.x 7 /'i.11 JS -------------------- P e r m i t N u m b e r : R E S O 2 1 - 0 0 3 3 A p p l i e d : 4 / 2 7 / 2 0 2 1 I s s u e d : S t a t u s : A W A I T I N G R E V I S I O N P a r e n t P e r m i t : P a r e n t P r o j e c t : D e t a i l s : A p p r o v e d : F i n a l e d : S E N T D A T E R E T U R N E D D U E D A T E P . D A T E R e v i e w G r o u p : A U T O 4 / 2 7 / 2 0 2 1 4 / 2 7 / 2 0 2 1 N o t e s · 3 A T T A C H M E N T S f r o m t c i a a r @ n f e t 1 m e e n c l o s u r e s . c o m 4 / 2 7 / 2 0 2 1 5 / 1 3 / 2 0 2 1 5 / 1 1 / 2 0 2 1 N o t e s 4 / 2 7 / 2 0 2 1 5 / 5 / 2 0 2 1 5 / 1 1 / 2 0 2 1 N o t e s · D e s c r i p t i o n : 1 4 ' x 1 8 ' V I N Y L E N C L O S U R E O N N E W S L A B c , . _ c . . . , f \ A . c t i \ L . \ Y . \ 7 . s - : : : d L \ S s q f ' . . \ - . 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R e s u b m 1 t t a l s m a _ y g e n e r a t e o t h e r c o m m e n t ~ . 4 / 2 7 / 2 0 2 1 4 / 2 9 / 2 0 2 1 5 / 1 1 / 2 0 2 1 P U B L I C W O R K S P u b l i c W o r k s D E N I E D S e e A t t a c h e d D E N I E D S u r v e y s N o t e s : s e c t - + - \ , 1 ~ I \ l 1 a S e c t i o n 2 4 - 6 6 ( b } o f t h e L a n d D e v e l o p m e n t R e g u l a t i o n s 1 e q u I r e s o n - - s I t e s t o I a g e f o r i n c r e a s e d r u n - o f f 1 f a d d i n g 2 5 0 S F o r m o r e i m p e r v i o u s s u r f a c e P r o v i d e D e l t a v o l u m e c a l c u l a t i o n s a n d o n - s i t e r e t e n t i o n r e q u i r e d p e 1 S e c t i o n 2 4 - 6 6 ( b ) . d _ L \ 7 - S ' l > ' 3 ' j P r o v i d e a d e t a i l e d p l a n o f w o t e r r e t e n t i o n a r e a a n d h o w w a t e r r u n o f f g e t s t o w a t e r r e t e n t i o n a r e a s a n d t h e n t o s t r e e t P r o v i d e a c u 1 r e n t , u p - t o - d a t e , r e a d a b l e s u r v e y S v u i \ \ · c v v t \ e T h e s u r v e y s u b m i t t e d i s a c o p y f r o m a p e r m i t a p p l i c a t i o n i n 2 0 1 7 a n d I s D E N I E D f o r R E S O 2 1 - 0 0 3 3 j C c , e t ' u , u . ' 1 > P r i n t e d : F r i d a y , 1 4 M a y , 2 0 2 1 1 o f 2 ~ ; C E N T R A L S Q U A R E R E S O 2 1 - 0 0 3 3 / 4 - - r · , - ; _ , · , · · , f · · · · • . . . . . - ' - ~ . . , , . , , _ / ~ - B u i l d i n g P e r m i t A p p l i c a t i o n C i t y o f A t l a n t i c B e a c h 8 0 0 S e m i n o l e R o a d , A t l a n t i c B e a c h , F L 3 2 2 3 3 P h o n e : ( 9 0 4 ) 2 4 7 - 5 8 2 6 F a x : ( 9 0 4 ) 2 4 7 - 5 8 4 5 J o b A d d r e s s : _ 1 _ 1 . o _ , , , - , : _ 3 _ 3 _ _ _ , , ~ = C , . . , _ , _ \ V i _ _ , , _ _ , , a ' - ' - - - - ' M - " - - - " ( J ; - ' - ' 1 ( ~ ) 1 : . . . , . - F " . . . . e : , . . . . . v a = . , _ _ _ , _ _ r - = : i - _ , _ _ _ _ _ _ P e r m i t N u m b e r : - - - - - - - - - - V a l u a t i o n o f W o r k ( R e p l a c e m e n t C o s t ) $ - ~ 5 . 3 1 q - H e a t e d / C o o l e d S F _ _ _ _ N o n - H e a t e d / C o o l e d I - - - - - • C l a s s o f W o r k ( C i r c l e o n e ) : N e w ( A d d i t i o n ) A l t e r a t i o n R e p a i r M o v e D e m o P o o l W i n d o w / D o o r • U s e o f e x i s t i n g / p r o p o s e d s t r u c t u r e ( s ) ( C i r c l e o n e ) : C o m m e r c i a l ~ • I f a n e x i s t i n g s t r u c t u r e , i s a f i r e s p r i n k l e r s y s t e m i n s t a l l e d ? { C i r c l e o n e ) : Y e s N o ~ • S u b m i t a T r e e R e m o v a l P e r m i t A p p l i c a t i o n i f a n y t r e e s a r e t o b e r e m o v e d o r A f f i d a v i t o f N o T r e e R e m o v a l D e s c r i b e i n d e t a i l t h e t y p e o f w o r k t o b e p e r f o r m e d : F l o r i d a P r o d u c t A p p r o v a l # _ _ , _ F _ , L : : : . . . . . . : : 2 = - Z . = - - C f ! . . . . . . ! . . . : ( . ' - ' ( ' - - - - - - - - - - - - - - f o r m u l t i p l e p r o d u c t s u s e p r o d u c t a p p r o v a l f o r m - . O w n e r o r A g e n t ( I f A g e n t , P o w e r o f A t t o r n e y o r A g e n c y L e t t e r R e q u i r e d ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C o n t r a c t o r I n f o r m a t i o n N a m e o f C o m p a n y : I ) C e l i M P t ; ; b C ) f . N J . Y f . S I V ) C - Q u a l i f y i n g A g e n t : , l I ' f + C , - ) 1 ( 1 , 1 f C A d d r e s s - - - - 5 . . : ) ; ; l l _ C ] r w · Q f l t r · . i R . r ; r I C i t y , l f 1 ¥ ' . } - - S t a t e u . Z i p " 3 ; : ] . . , 4 Q . o O f r i c e P h o n e q v 4 ' 1 . 3 . I ~ C , - X C ) J o b S i t e / C o n t a c t N u m b e r O n 4 ' 1 2 1 I ~ e ; x l - : > S t a t e C e r t i f i c a t i o n / R e g i s t r a t i o n # r p c . . r o x 4 1 J I E - M a i l - t c . J q n . , n 0 ! ! 1 2 1 : J i v n P p n r . t n S J 1 v e s . ( . . , f Y Y \ A r c h i t e c t N a m e & P h o n e # - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E n g , n e 2 ~ ' s N a m e & P h o n e I I _ _ _ _ _ _ _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W o r k e r s C o : . 1 p e n s a t i o n _ _ _ _ _ _ _ _ _ L : : : : : . z . , : . , . . . . : : , 2 , : . . i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E x e m p t / I n s u r e r / L e a s e E m p l o y e e s / E x p i r a t i o n D a t e A p p l i c a t i o n i s h e r 2 b y m a d e t o o b t a i n a p e r m i t t o d o t h e w o r k a n d i n s t a l l a t i o n s a s i n d i c a t e d . I c e r t i f y t h a t n o w o r k o r i n s t a l l a t i o n h a s c o m m e n c e d p r i o r t o t h e i s s u a n c e o f a p e r m i t a n d t h a t a l l w o r k w i l l b e p e r f o r m e d t o m e e t t h e s t a n d a r d s o f a l l t h e l a w s r e g u l a t i o n g c o n s t r u c t i o n i n t h i s j u r i s d i c t i o n . I u n d e r s t a n d t h a t a s e p a r a t e p e r m i t m u s t b e s e c u r e d f o r E L E C T R I C A L W O R K , P L U M B I N G , S I G N S , W E L L S , P O O L S , F U R N A C E S , B O I L E R S , H E A T E R S , T A N K S , a n d A I R C O N D I T I O N E R S , e t c . O W N E R ' S A F F I D A V I T : I c e r t i f y t h a t a l l t h e f o r e g o i n g i n f o r m a t i o n i s a c c u r a t e a n d t h a t a l l w o r k w i l l b e d o n e i n c o m p l i a n c e w i t h a l l a p p l i c a b l e l a w s r e g u l a t i n g c o n s t r u c t i o n a n d z o n i n g . W A R N I N G T O O W N E R : Y O U R F A I L U R E T O R E C O R D A N O T I C E O F C O M M E N C E M E N T M A Y R E S U L T I N Y O U R P A Y I N G T W I C E F O R I M P R O V E M E N T S T O Y O U R P R O P E R T Y . I F Y O U I N T E N D T O O B T A I N F I N A N C I N G , C O N S U L T W I T H Y O U R L E N D E R O R A N A T T O R N E Y B E F O R E R E C O D I N G Y O U R N O T I C E O F C O M M E N C E M E N T . . . . r o r A g e n t i n c l u d i n g C o n t r a c t o r ) S i n e d a f f i r m e d b e f o r e m e t h i s ~ d a o f S i g n e d t o ( o r a f f i r m e d ) b e f o r e m e t h i s o f ~ = = = C L t + f = + , f . c : ' . ! = d ! _ _ , , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - / ' - = = . . C . . : . . : . . - ' ' " " " - - = - ' - = ; , 3 4 3 7 ~ i - · · · · · o / / E X P I R E S : J u l y 2 1 , 2 0 2 4 · · • . ~ r . r . ~ . . • · B o n d e d T h r u N o t a r y P u b l i c U n d e i w r i t e r s [ ) P e r s o n a l l y K n o w n ~ - - - i i i i i i i i i i i i i i i i i i i i i i i ; i i i i ; i i i i i i i i i i ; ; i ~ ~ ~ ~ " ' - t - ' l P r o d u c e d l d e n t i f i c a t ~ n . . L L T y p e o f I d e n t i f i c a t i o n : - ~ - ~ - - - - - - - - - - - - - f - l ) P e r s o n a l l y K n o w n [ ] P r o d u c e d I d e n t i f i c a t i o n T y p e o f I d e n t i f i c a t i o n : _ _ _ _ _ _ _ _ _ _ _ _ _ _ R E S O 2 1 - 0 0 3 3 T R E E & V E G E T A T I O N A F F I D A V I T C i t y o f A t l a n t i c B e a c h C o m m u n i t y D e v e l o p m e n t D e p a r t m e n t 8 0 0 S e m i n o l e R o a d A t l a n t i c B e a c h , F L 3 2 2 3 3 ( P ) 9 0 4 - 2 4 7 - 5 8 0 0 S I T E I N F O R M A T I O N A D D R E S S - ~ 3 3 3 e _ \ , 1 0 . N c t l e . - r u t - - r . ~ S U B D I V I S I O N j e J v a ' 1 , . . . ) 0 t ( U . , F O R I N T E R N A L O F F I C E U S E O N L Y P E R M I T # _ _ _ _ _ _ _ _ B L O C K L O T - 7 ~ R E # I L ; , 9 5 D l o - - / l P 4 1 o - 1 Z J R E S I D E N T I A L 0 C O M M E R C I A L 0 O T H E R A P P L I C A N T I N F O R M A T I O N N A M E L f ' J A ) I S W < D l : W O ' . Y \ P H O N E # S , ' f J ) 4 3 f o - A D D R E S S W 3 3 S f ' J v a M o d e i ! C I r } C E L L # C I T Y A - i l M d - 1 C 5 r 1 1 C n S T A T E R Z I P C O D E 3 ' J - - ; ; ) 3 3 E M A I L L J W O U ~ v - - C L ( Y l C D \ j ( > _ j ' I ' Z D 1 , ( ) e ) - [ Z ) O W N E R 0 L E G A L A U T H O R I Z E D A G E N T I a f f i r m t h a t I h a v e r e v i e w e d t h e p r o v i s i o n s o f C h a p t e r 2 3 , " P r o t e c t i o n o f T r e e s a n d N a t i v e V e g e t a t i o n " , o f t h e M u n i c i p a l C o d e o f O r d i n a n c e s f o r t h e C i t y o f A t l a n t i c B e a c h F l o r i d a a n d / o r I h a v e p a r t i c i p a t e d i n a p r e - a p p l i c a t i o n m e e t i n g w i t h t h e A d m i n i s t r a t o r o f t h o s e r e g u l a t i o n s . S u b s e q u e n t l y , I a f f i r m t h a t n o r e g u l a t e d t r e e s a n d n o r e g u l a t e d v e g e t a t i o n w i l l b e d a m a g e d , d e s t r o y e d a n d / o r r e m o v e d f r o m t h e a b o v e - d e s c r i b e d p r o p e r t y a n d / o r a d j a c e n t p r o p e r t i e s i n c l u d i n g r i g h t - o f - w a y . / I H E R E B Y C E R T I F Y T H A T A L L I N F O R M A T I O N P R O V I D E D I S C O R R E C T : S i g n a t u r e o f P r o p e r t y O w n e r ( s ) o r A u t h o r i z e d A g e n t / ✓ S I G N A P R I N T O R T Y P E N A M E S I G N A T U R E O F A P F ' L I C A N T ( 2 ) P R I N T O R T Y P E N A M E S i g n e d a n d s w o r n b e f o r e m e o n t h i s / ~ d a y o f ~ k - , e . . 1 . . U t - 0 L i > - ? I . f r L c Y Y ) O a t h S w o r n : D Y e s , . W , v ' . ~ ~ - - - . T O N Y A A . C L A A R { ? · · · ~ - ' " ( ' : M Y C O M M I S S I O N # G G 9 8 3 4 3 7 ~ ; - ~ . ; } E X P I R E S : J u l y 2 1 , 2 0 2 4 · · - 1 ~ f o · , f - - ~ ~ ' _ . - · B o n d e d T h r u N o t a r y P u b l i c U n d e r w · . . . . . . , , , Z O Z - ( b y D A T E S t a t e o f - : ; - c _ C o u n t y o f W ~ M y C o m m i s s i o n e x p i r e s _ _ _ _ _ _ _ _ _ _ _ _ 0 4 T R E E A N D V E G E T A T I O N A F F I D A V I T 0 3 . 0 1 . 2 0 1 8 , I A F F I D A V I T F O R A T I A C ~ G A l \ " " E \ V S T R C C T C R E T O A . . ' { E X J S T T h " G S T R l ; C T I ' R E T O : B u i i d i n g I n s p e c t i o n D e p a r t m e n t , C i t y o f A t l a n t i c B e a c h , 8 0 0 S e m i n o l e R o a d I l o m e O w n e r : L e u ) I s \ A J O \ £ r r : Y V J N a m e 2 o 3 ~ " , 3 P } v a r n a d e r a G - - r C i t y . S t a t e a n d Z i p C o d e C o n t r a c t o r : l l Q J t , y n g _ C ' r 1 C l O S U Y e s ' r 1 c . . , P e r m i t N u m b e r A s t h e C o n t r a c t o r f o r t h e p r o p o s e d n e w s : : r u c t u r e l o c a t e d a t t h e a b o v e a d d r e s s , I h a v e p e r s o n a l l y v i e w e d w i t h t h e a b o v e n a m e d h o m e o w n e r t h o s e p o r t i o n s o f t h e e x i s t i r . g s t r u c t u r e o n w h i c h p o r t i o n s o f t h e p r o p o s e d n e w s t r u c r u r e a r e t o b e a t t a c h e d f o r s t r u c t u r a l s u p p o r t . r a m c o n f i d e n t t h a t t h e d r a w i n g s a n d d e t a i l s i n c l u d e d w i t h t h i s p e r m i t a p p l i c a t i o n d e p i c t t h e e x i s t i n g c o n d i t i o n s o f t h e h c s t s t r u c t u r e , a r , d t h e m e m b e r s o f t ' 1 e e x i s t i n g s t r u c t u r e u p o n w h i c h t i e n e w s t - u c t u r e a r e t o b e a t t a c h e d a r e s o u n d w i t h n o r o t o r d e t e r i o r a t i o n . T h e h o m e o w n e r h a s b e e n a d v i s e d b y m e t h a ~ i n m y b e s t j t : d g r r . e n t b a s e d o n e x p e r i e n c e a n d k n o w l e d g e o f s t r u c t u r a l a d e q u a c y , t h e m e m b e r s o f t h e e x . i s l i n g s t r u c t u r e u p o n w h i c h t h e n e w s t r u c t . . u - e a r e t o b e a t t a c h e d a r e s o u n d w i t h n o r o t o r d e t e r i o r a t i o n a n d w i l l s u p p o r t a l l s t r u c t u r a l l o a d s a n d f o r c e s i m p o s e d o n t h e : : : n . B y s i g n i n g b e l o w , I h e r e b y d e c l a r e t h a t I w i l l h o l d t h e C i t y o f A t l a n t i c B e a c h h a r m l e s s a n d r e l e a s e i t f r o m a n y r e s p o n s i b i l i t y a n d l i a b i l i t y f o r a n y a d v e r s e c o r . s e q u e n c e s o r f a i l u r e s r e s u l t i n g f r o m t h i s w o r k , a n d f u r t h e r t h a t I w i l l n o t i n i t i a t e , e x e c u t e o r e n j o i n a n y l e g a l a c t i o n a 5 a i n s t i l i e C i t y o f A t l a n t i c B e a c h f 9 r s u c _ h c o n s e q u e n c e s o r f a i l u r e s . A c o p y o f t h i s d o c u m e n t w i l l b e r e c o r d e d a s a n o f f i c i a l r e c o r d w i t h t h e B u i l d i n g I n s p e c t i o n D e p a r t m e n t p e r m i t h i s t o r y s o t h a t a n y a n d a l l f u t u r e b u y e r s / o w n e r s o f t h i s p r o p e r t y m a y b e m a d e a w a r e o f t h e , s p f w o r k p e r f o r m e d o n t h i s s t r u c t u r e . - ~ B e f o r e m e t h i s d a y o f I n t h e C o u n t y o f D u v a l , S t a t _ e _ o _ f _ F ' - - l o - r - i d _ a , _ h _ a s _ p _ e _ r - + - n - a - l l _ y _ a _ p _ p - e a r - e d _ _ _ _ _ _ _ i ' ! o t a 1 y B . u l 5 D c a t L a r g , C o u n t y o f . . = - 1 , - : : ; . . . . : ; . . ; : . . _ - > , . . _ _ _ _ _ _ P e r - s i i ( a l ] y K 1 1 o w n ~ o r P r o d u c e d I d e n t i f i c a t i o n _ _ I D T y p e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F : b u i l d i n g / a f f i d a v i t f o r a t t a c h l n 6 a n e w r t r u c t u r e t o 3 n e x i s t i n g s t r u c t u r e . d o c x 7 / 2 1 / ~ 9 - - - - · - - - · · - H O M E O \ ' ✓ t - . J E R S U M R O O M E N C L O S U R E A F F I D A V I T T r e f ' J • ' D · , s e o i I h i s d o c . . ; r r , e n \ ; J t o m a k e : : o u a w a , e 0 ! e n / l i r r . : ! a t i c : i s i n t ' 1 e e n c . ~ s u r e ' . h a t , s t , e , r , ; : : r J e r : n ; , ! e d a t y o u r , e s i c e n , : : e , T h e t a b l e • b e l o w , ~ u n r o o m a n d S c r e e n E n c l o s u r e R e q 1 J i r e m e n t s p r o v i d e s a t l : , e l d e s c c i : : i t i o n o f t r , e v a , 1 o u s s u n r o o ! l " c a t e g c r y r , _ ( , u i r e m e n t s . T h e r e m : . y t • r r e s : ; i c t i o r : s o n : n e u s e o t y o u r p r e r n n t : - i o m e o e : p e n o n g o , t h e c , , W [ / O ' Y o f s u n r o o m y o u a r e i n s t a l ! i n g . T h e p r o p e r : y o w n e r i s h e r e b y n o t i f i s , J t r , a t s h o u l d t h e y m a k e c h a r . g e s t c : r ; e s u n r o o m w h i c n c c : , l d ! : ; c ! • , d e , t - . J ! r . o t b e l i m i t e d t o , a d d i t i o n o f a n y f o r m o f t e m p e r a t u r e c o n t r o l s y s : , m e r r e m o v a l o f t h e d o o r s i w i n a o v ; s s e p a r a t i n g t h e s u 1 1 , o o m ! 1 0 " 1 t ~ . e h o s t s i r u c t u r e , t h e r o o m m a y b e c o r ; , e n o n - c o m p l i a n t w i t h t h e r e c ; : . : i r e r r . e n t s a s m a n d a t e d b y t h e F l o r i d a B u i l d i n g C o d e , t h e F i o r i c a : , 1 o d e l E • · , e , g y C o d e a n d S ' . a t e S t a t u t e s . T t , , : , F l o r i d a 8 : . J i l d i n g C o d e - R e s i d e n t , ; - : d e f i n e s : h e f o l ; o w : n g S ! . i n r o o m C a • c . g c : , - · ~ s : C a t e g o r y I : A t h e r m a l l y i s o l a t e d s u n r o o m w i t h w a l l s t h a t a r e e i t h e r o p e n o r e n c i o s e d \ ' , : t h i n s e c t s c r e e n i n g o r 0 , 5 m m ( 2 0 m i l ) m a x i m u m t h i c k n e s s p l a s t i c f i l m . T r i e s p a c e i s d e f o - 1 c d : i s a r i o n h a b , t a b • ' ? , r . o n c o n d ; : 1 o r - e c s u n r o o m . t f o t e : A S c r e e n E n c l o s u r e b y t h e F B C · A d e f i n i t i o n c a n o n l y m e e t C a t e g o r y I . C a t e g o r y I I : A t h e r m a l l y i s o l a t e d s u n r o o m w i t h e n c l o s e d w a l l s . T ? 1 e o p e n i n g s a r e p e r m i t t e d t o b e e n c i o s e d w i t h t r a n s l u c e n t o r t r a n s p a r e n t p l a s t i c o r g l a s s . T h e : s p a c e i s c a f i n e d a s a n o n h a b i t a b ! e , n o n c o n d i t i o n e d s u n r o o m . C a t e g o r y I l l : A ! h e r m a l l y i s o l a t e d s u n r o o m w i t h e n c l o s e d w a l l s . T h e o p e n i r . g s a r e p e r m i ! t e d t o b e : e r , c l o s e d w i t h t r a n s l u c e n t o r t r a n s p a r e n t p l a s t i c o r g ? a s s . T ! " , e s u n r o o m f e n e s t r a t i o n c o ; r , p ! i e s w , t r , a d c , i l i o n a l r e q t . : ; r e m e n t s f o r a i r i n i i l t r a t i o n r e s i s t a n c e a n d w a l e ; p c r > e ! r a t i o n r e s i s t a n c e , T h e s ; i a c ' : ! i s d e f i n e d a s 2 n o r , h a ! : > \ ; : . b , ~ , n c r c ~ c l i t i o n e d s u n r o o m . C a t e g o r y I V : A t h e r m < l l l y i s o l a t e d s u n r o o m w i t h e n c l o s e d w a l l s . T h e s u n r o o m i s d e s i g r . e d t o . J e h e a t e d a n d / o r c o o l e d b y a s e p a r a t e t e m p e r a t u r e c o n t r o l o r s y s t e m a n d i s t h e r m a l l y i s o l a t e d f r o m t h e p r i m a r y s t r u c t u r e . T h e s u n r o o m f e n e s t r a t i o n c o m p l i e s w i t h a d d i t i o n a l r e q u i r e m e n t s f o r a i r I n f i l t r a t i o n r e s i s t a n c e , w a t e r p e n e t r a t i o n r e s i s t a n c e , a n d t h e r m a l p e r i o r m a n c a . r h e s p a c e i s d e f i n e d a s a n o n h a b i t a b l e a n d c o n d i t i o n e d s u n r o o m . C a t e g o r y V : A s u n r o o m w i t h e n c l o s e d w a l l s . T h e s u n " : i o m i s d e ~ i g n e d t o b e h e a : e d a n d : ' o r c o o l e d a n d i s o p e n l o ! h e m a i n s t r u c t u r e . T h e r u n r o o m f e n e s t r a t i o n c o m p l i e s w i t h a d d i t i o n a l r e q u i r e m e n t s f o r a i r i n f i l t r a t i o n r e s i s t a n c e , w a t e r p e n e t r a l i o n r e s i s t a n c e , a n d t ? - : e r m a l e r i o r r n a n c e . T h e s a c e i s d e f i n e d a s a h a b i t a b l e a r . d c o n d i : i o n e d s u r - r o o m . O W N E R / - - r I 1 h ; \ ' e r e a d t h . i s c o e f p l e t e f o r m a n d u n d e r s t a n d I a m r e c e i v i n g a C a t e g o r y _ _ > - _ S u n r o o m . ( l - V ) I P < : i t c d ~ a z { L t > u ) I S \ J . . J D I A c O : Y \ A d d r e s s 2 0 3 3 . . S t > , , l v a . t l ' a d P 1 f a ~ ' A + l r w k c . ~ ~ - ~ ' • · • w J y ~ J r D , o , _ 1 ' 8 _ 1 2 E . . _ J d _ ' . 3 ! : l - d - 3 - - , . - - - - - - - - t - , f d a y o f \ n , V \ \ , H 1 Y : L l ) D ) I 1 B e f o r e m e t h i s i n t h e C o u r . t y o ! D u v a l , S t a l e o f F - l o r i d a , h a : ; p e r s o n a l l y a p p e a r ~ - J \ . - V . , 0 \ S \ , f \ J O l t v - D - v v t ~ ~ ' t ~ i n b y h i m ~ d l I R i e , \ Y W J j ~ f l i r t . ~ a i : s t a t e m e n t s a : , d d e c l a r a t i c n s h e r e i n a r e t r u e a n d a c c u r a t e . * ~ * C o m m i s s i o n # H H 1 4 0 8 2 0 ~ - - : a r y P u b l ; - J t L < l r g c , S t a l ~ o f . f J . - - ~ < ' u n t y o f 1 / 5 \ , \ - J a , \ ~ ¾ ~ " " E x p i r e s J u n e 1 0 , 2 0 2 5 I ~ B o n d t d T m , B u d g e t ~ S I I Y b 9 I P e r ~ o n a l i , i ' E n • J " ' ~ r P r o d u c e d l d e n t i f h : a t i o n " - ~ ~ - L - : c : ~ Q I I D T y p e - - - - " P - - k : _ - - - - - - - - - - - I _ } i / ~ S u n r o o m a n d S c r e e n E n c l o s u r e R e q u i r e m e n t s > - - - - - C a t e g o r y \ . I . / I I I l l I V V - H a b i t a b l e S p a c e . . . _ _ _ ~ - - - - N o N o ! - J O Y e s F o u n d a t i o n W a l l s < 2 0 0 p l l c a n W a l l s < . 2 0 0 p l l c a n W a l l s < 2 0 C l p l f c a n h a v e W a l l s < 2 0 0 p l f c a r . : , a v e , w a : l s < 2 0 0 p l f c a n h a · . • e h a v e 1 2 " W x 1 2 " 0 f t g h a v e 1 2 " W x 1 2 ' 0 f t g 1 2 ' W x 1 2 " 0 f t g o r 3 - 1 / 2 ' 1 2 ' W x ~ 2 • 0 f t g : ; 2 v ' / x : 2 " 0 t t g I o r 3 - : / 2 ' s l a b i f n o o r 3 - 1 / 2 ' ' s l a b i f n o s l a b i f n o c o n c e n t r a t e d I c c , 1 c e : n t r a t a d l o a d c o n c e n t r a t e d - 3 d : o a d > 7 ~ 0 l b > 7 5 0 1 b > 7 5 0 1 b E , : i s t i n g e x t e r i o r R e l o c a t e t o e x t e r i o r i f R e l o c a t e t o e x t e r i o r R e l o c a t e l o e x t e r i o r i f R e l o c a t e t o e x t e r i o r i f ~ R e l o c a t e t o e x t e r i o r i f G F I B r e a k e r e n c l o s e d i f e : n c l o s e d e n c l o s e d e n c l o s e d e n c l o s e d E x i t L i g h t i n g N o t R e q u i r e d R e q u i r e d R e q u i r e d R e q u i r e d i R e q u i r e d I n t e r i o r E l e c t r i c N o l R e q u i r e d 1 f o t R e q u i r e d N o t R e q u i r e d R e q : . i i : e d R e q u i r e d O u t l e t s . E m e r g e n c y E g r e s s f r o m e x i s t . E g r e s s a n d E x i t E g r e s s a n d E x i t m u s t E g r e s s a n d E x i t r n u s l E g r e s s a n d E x i t m u s t E s c a p e O p e n i n g s s t r u c t u r e a l l o w e d i f m u s t m e e t c o d e . m e e t c o d e . m e e t c o d e . m e e t c o d e . o p e n t o a t m o s p h e r e a n d h a s s c r e e n d o o r l e a c i i n g a w a y f r o m r e s i d e n c e . M i s c . W i n d o w W a l l s a r e o p e n o r W a l l s a r e e n c l o s e d W a l l s a r e e n c l o s e d F e n e s t r a t i o n m u s t F e n e s t r a t i o n m c ! S t a n d D o o r e n c l o s e d w i t h w i t h t r a n s l u c e n t o r w i t h t r a n s l u c e n t o r c o m Q l y w i t h a i r C O m Q I Y w i t h a i r R e q u i r e m e n t s s c r e e n o r m a x i m u m t r a n s Q a r e n t e l a s t i c t r a n s Q a r e n t Q l a s t i c o r i n f i l t r a t i o n r e s i s t a n c e , i n f i i t r a t i o n r e s i s t a n c e , 5 m m t h i c k e l a s t i c o r g l a s s . W i n d o w s g l a s s . A i r I n f i l t r a t i o n w a t e r 2 e n e t r a l i o n w a t e r o e n e t r a t i o n f i l m . H o s t s t r u c t u r e m u s t b e r e s i s t a n c e a n d w a t e r r e s i s t a n c e , t h e r m a l r e s i s t a n c e , t h e r m a l w i n d o w s / d o o r s s h a l l r e m o v a b l e . H o s t p e n e t r a t i o n 1 2 e r i o r m a : 1 c e a n d Q e r l o r m a n c e a n d n o t b e r e m o v e d . s t r u c t u r e r e q u i r e m e n t s a 1 2 1 2 l y . s t r u c t u r a l d e s i g n s t r u c t u r a l d e s i g n w i n d o w s / d o o r s s h a l l P l a s t i c w i n d o w s m u s t Q r e s s u r e 1 2 r e s s u r o r e q u i r e m e n t s . n o t b e r e m o v e d . b e r e m o v a b l e . H o s t r e q u i r e m e n t s . H o s t H o s t s t r u c t u r e w i n d o w s & s t r u c t u r e w i n d o w s a n d s t r u c t u r e w i n d o w s & d o o r s m a y b e r e m o v e d . d o o r s s h a l l n o t 1 - , e d c 1 ~ - - s s h a l ! : ' " • ~ e r e m o v e d . r e m o v e d . I E n e r g y S h e e t s N o t R e q u i r e d N o t R e q u i r e d N o t R e q u i r e d R e q u i r e d R E S O 2 1 - 0 0 3 3 R e c o r d e d 0 S / 0 4 / 2 0 2 1 0 4 : 4 9 P M , J O D Y P H I L L I P S C L E R K C I R C U I T C O U R T D U V A L C O U N T Y R E C O R D I N G $ 1 0 . 0 0 N O T I C E O F C O M M E N C E M E N T ; F ' F < E ? A ~ E I t { D U P L I C A T E \ P e r m : , 1 . . ; o . _ _ _ _ _ _ _ _ _ _ _ _ - : - a x F o ' . i o N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S t a : e c ! _ _ _ _ _ _ _ _ _ _ _ _ _ C c : t · · · / y " ' - - - - - - - - - - - - - - - - - T o w h o m l l m a y c o n c e r n : T h e u n d e r s i g n e d h e r e b y i r : f o r m s y o u t h a t l m p : c w r . m e n t s w i l l b e m a d e t o c e r t a i n r e a l p r o p e r t y , a n d i n a c c o r d a n c e w i t h S e c t i o n 7 1 3 o f t h e F l o r i d a S t a t u t & s . t l 1 e f o l ! o w i n g I n f o r m a t i o n i s s t a t e d I n t h i s N O T I C E O F C O M M E N C E M E N T . · L e ~ · G e n e r a l d e s c r i p t i o n o f i m p r o : : r : : m n r . 1 , 1 ) ~ L J ! J ' . J O w n e r ( , , . , I ) I s h i a t ~ A o c r e s s t 5 ~ 3 S € I v i T N O d r n 1 r - _ 7 A - . J l < a J ' . l } / Q . C t + J . . p . 3 d ~ 3 0 , v n e r " s i n : e r e s l i n s i t e o f \ " l e l r : 1 p r o v e m e n t _ _ _ . . . _ } _ , _ f - = . X . . , . ' . ) " ' - 1 . . : . . . . . . ; ; ~ - - - - - - - - - - - - - - - - - F e e S i m p l e n l e h o l d e r { i f o t h e r l h a n o w n e r ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N a n 1 e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A d d r e s s _ _ _ _ _ _ _ _ _ - , - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C a n t r e c t o r _ _ _ _ L i t . , e t 1 1 1 , . _ m . . , , e ! h E . . , , n c . . , l i r . o s u l e - ' r K l e t i i l n A - c . - - - - - - - - - - - - - - - - - - - - - - - - ! ! ~ I C t n o n i c l e G e t i l : t . _ . o , d d r e s s J e c l \ S O I I V l l l e , f l . 3 2 2 5 8 P h o n e N o . q i n 4 · ' ] 3 1 · 5 ~ 9 0 F a x N o . q 0 4 . ' 1 2 > 1 ' 5 " ' ] 5 D S u r e t y ( i f a n y ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A c d r e s s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . , A m C 1 u n t o f b o n d s , _ _ _ _ _ _ _ _ P n o n e N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ F a x N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N a m e a n d a d d r e s s o f a r t p e r s o n m a k i n g a l o a n f o r t h e c o r , s t r u c . i o n c f t n e i m p r o v e m e n ; s . N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A d d r e s s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P h ~ n e N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ F a x N o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N a m e o f p e r s o n w ; t h i n t h e S t a l e o f F i o r i c a , o t h e r t h a n h i m s e l f , d e s i g n a t e d b y o w n e r u p o n w h o m n o f r - , e s o r o t 1 ' e r d o c u m i ; r i ! s m a y b e s e r e c : N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A d d r e s s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P h o n e N O . _ _ _ _ _ _ _ _ _ _ _ _ _ _ F a x N o . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I n a d d i t i o n t o h i m s e l f . o v m e r ~ e s i g n a t e s t " l e f o l l o w i n g p e r s o n t o r e c e i v e a c o p y o f t t - . e L i e n o r ' s ! : o t · - : e ! 1 5 ; : i r o 1 1 i d e d i n s ~ c : i o n 7 1 : ? . 0 6 ( 2 ) ( b ) , F ! o r i c i a S t a t u t e s . ( F " i l l i n e t O w n e r ' s o p t i o n ) . N a m e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A d d r e s s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P ' l o n e t ~ o . _ _ _ _ _ _ _ _ _ _ _ _ _ F a x N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E x p i r a t i o n d ! . t e o f N o t i : : e o f C c m m e n c e r . i e n t ( t h e e Y . p i r a t i c . n d e t e · · o n e ( ~ ) y e a r t r o r n t r , e d a , e c f r e c o r ( . n g u n l e s s a d i f f e r e n t d a t e i s s p e c . l ' ! e c ) · - - - - - - - - - - - - - H ~ - - - - - - - - - - - - - - - - ~ D U < { N T H I S S P A C E : F O R R E C O R D E R ' S U S E O N L Y • C t S Q l l a l l y a T O N Y A " · C L M R M I S S I O N # G G 9 8 3 4 3 7 P I R E S : J u l y 2 1 , 2 0 2 4 l l W \ I N o t a r y P u b l i c : U n d - i t e r s \ . - - - - - - - - - - - - - - - - - ' - r . _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - t J l i l l . S ; 1 _ T H I S I S / 4 . B O U N D A R Y S U R V E Y . 2 . B E A R I N G S A R E B A S E D O N T H E S O U T H E A S T E R L Y L I N E O F L O T 7 8 B E ! N G S O U T H 4 7 4 2 ' 1 8 • ' 9 \ ' £ S T , A S P E R P t . A T J . E A S E M E N T L I N E S S H O W N A R E P E R P L A T . 4 N O B U I L D I N G R E S T R I C T I O N l l N ( S P ( R P L A T T H E P R O P E R T Y D E S C R I B E D H E R E O N L I E S I N F L O O D Z O N E " X " ( A R E A O F M I N I M A L F L O O D H A Z A R D ) , A N O F L O O D Z O N E " X " ( S H A O E D ) ( A R E A O F 0 . 2 t A N N U A L C H A N C E F L O O D H A Z A R D ) . A N O C O A S T A L F " L O O D P U \ I N Z O N E ~ A C ( E L 6 ) , A S \ Y E L L A S C A N B E D E T E R M I N E D F R O M T H E F L O O D I N S U R A N C E l O T 1 1 R A T E M A P N o 1 2 0 . l 1 C 0 4 0 7 J , E F F E C T I V E N O V E M B E R 2 , 2 0 1 6 F O R D U V A L C O U N T Y , F L O R I D A . - . . 0 1 W A l , , I O • I I I W I n < ~ . a . T l , l l l f M O N ( C A C H 4 1 . s t # J . r , , . n . . C I I O . I . u c v i s m 9 J l t \ C ' f a l - . . . o , o P f ' O L " M A P S H O W I N G S U R V E Y O F L O T 7 8 . S E L V A N O R T E " U N I T T W O A S R E C O R D E D I N P L A T B O O K 4 0 . P A G ( S J 7 A N O J 7 A O F T H E C U R R E N T P U B L I C R E C O R D S O F ' " D U V A L C O O N T Y , F L O R I D A f ' J P ' \ . . ' 1 ~ ~ , \ \ \ \ \ ) I I M P E R V I O U S A R E A · L O T A R E A H O U S t A R E A B R I C K P A V E R S W O O O D E C K C O V E R E D P O R C " A / C P A D 1 4 , 4 3 7 s q u a r e f e e l z 2 , 6 1 5 s q u a r e l e e t : . . 1 , 6 1 9 s q u o r e r e e l 4 8 9 s q u o r e f e e t 9 5 s q u o r e f e e t t I S Q U O l ' C r e e l T O T A L i M P [ R v i O U S A R E A z 4 , 8 2 9 s q u a r e f e e t L O T C O V E R A G E s 3 3 . 4 Z T H I S S U R V E Y I S C E R T I F I E D T O : L £ W l S J . A N O K A T H R Y N 8 . W O L f " R O M , J A S O N D . 8 O A T ' M l 1 C H T , P . S . M . 4 0 - - - F L O R I D A L I C E N S E D S U R ' - t ' . 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'J'.c I--':'-' -+--"1~,cc· ,_• -+--'-'.'-r--+-"-~,\-:➔-.,-;~:-+~;~_,'-'.' -+-"-jl:c...•.~,--;'-~· ,:..•· +-,"-•.~.JC:.,-,-, ,f-':"-~:~'-• :-+-":;,._• •.~',-, -j ,. _.. JI" 7"-&·.!,• '\.,;' ! :•t<· llj',I <' 11'...I' I.:' *TOTAL LOAD= SUM OF ALL LOADS (WIND, LIVE, DEAD, ETC) ACTING IN THE WORST CASE LOAD COMBINATION AS DETERMINED PER SEPARATE CERTIFICATION CLEAR SPAN TABLES DIRECTIVE: 1. CHOOSE 1YPE OF ENCLOSURE TO BE COVERED (SCREENED WAL LS, OR FULLY ENCLOSED), USE QR CODE/WEB ADDRESS BELOW IT FOR HELP ~-: ~ ATTACHMENT TO HOST SHALL 2. DETERMINE THE SI TE SPECIFIC REQUIRED DESIGN PRESSURE PROVIDED BY SEPARATE ENGINEERING. BY A LICENSED ENGINEER OR REG ISTERED ARCHITECT, IN ACCORDANCE WI TH THE AP PLICABLE BUILDING CODE. 3. FIND ALLOWABLE COMPOSITE PANEL CLEAA SPAN IN TABLES FOR APPROPRIATE PA NEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. l BE DESIGNED PER SJTE _ SPECIFIC ENGINEERING .f EXISTING 0,024" OR 0 ,0 30" i HOST STRUCTURE ALUM OR 26go ATT'-CHMENT TO HOST t~ll'> fl\~. BY OTHERS, 1YP. 4' MAX WIDTH PER fSTEEL TOP !lo. BOTTOM SHALL BE DESIGNED i j PANEL INTERLOCKING PANEL FACI NGS r PER SI TE SPEC IFIC iL1":--_ iEPTH_ (1/4' PER FOO T M!N SLOPE) / ENGINEERING 5 il°o :~ -=-... EPSCORE (l~O PCF) ==rt-••••• OPTIONAl , \ -. -=-·--. ~ . ~ ~~~fp t L CLEAR SPAN (L) INSIDE TO I NSIDE OVERHA NG~ CAP e :~~~~~~JZ~1~~1~NlfE';j~~ DESIGNED 35• MAX O/H AT FRONT & .,...:--,... 25% OF lAST PANEL / 1 \ ROOF PANEUSPAN DETAIL WIOTHATSIDE:;(UP TO 12" MAX 0/H Al SIDES) ~N.T.S. VERT SECTION 4. ANCHORAGE OF COMPOSITE PANELS TO EXISTING HOST STRUCTURE AND EXISTING SUPPORTING MEMBERS PER SEPARATE CERTIFICATION . SEAL JOINT WITH CONTINUOUS CAULKING OR -':~.~,~·1 er~ ~~. ~ . :. + .... /2\ PANEL INTERLOCK ~N.T.S. VERT SECTION ,, tt',4'.'.J,,.,J~""';t.t11, LV ~~_.,},flt K,~~CHf ... ~.1Nft'ti ..,Ol'IOO~T•1!, Digitally signed by w."~~;l':s • .... ~~JIU$t-,-,'ttililo't -~=:~~ ~~to-'0/0?of\.•n.~ :~l ,h-...rr.,~ ~ 11t-.: lCA{,,•..,,'{f fX"' -.~l »i Frank Bennardo Date: 2020.10.07 10:59:56 -04'00' · MAXIMUM ALL0WA-S-LE - DESIGN PRESSURES : ' AS NOTED IN CLEAR I SPAN TABLE DESIGN NOTES I POSITIVE ANO NEGATIVE DESIGN PRESSUR ES CALCULATED FOR USE WITH THI S StSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE Ft.ORICA BUILDING CODE SEVENTH EDITION (2020), ~iEVIA~r~~~EL~~~fJ~t~i~eg:~~~~~'¥~~\rMffl.Ul~~ ORDER TO INTERPOLATION OF lHE ALLOWABLE SPAN TABLES LJSTEO HEREIN SHALL NOT BE PERMITTED. CONTACT nus ENGINEER FOR AllERNAT E SPAN CALCULATIONS AS MAV BE REQUIRED. 3, EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 310S•H 254 ALUMINUM FACINGS, 1,0 PCF EPS. THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM FACINGS WITH MOR•AD M-652 MOISTURE CURE URETHANE AD HESIVE (BY ROHM & HAAS Co.), FASRJCATION SHA.LL BE IN ACCORDANCE WJ TH APPROVEO FA.B~!CAT[ON ►1eTHOOS SY METAlS BU1LDIHG PRODUCTS AT THElft GROVELAND FACI LITY FOR All PANELS ~re;/~;t;tl ~v0 ~t~~iiz1bi~J'iR~~ ~ff~t~~~!J :cJuTY. -4. IF APPLICABLE, COMPOSlTE ROOF PANELS SHAU COMPLY WITH CHAPTER 1 SECTION 720, CHAPTER 8 SECTION 803, CLASS A I NTERlOR FINISH, ANO CHAPTER 26 SECTION 2603 OF T HE FBC, lNo :~::i~~~filMve~~i~~g~i1u~s~ i%~ill~'t~~~\ SPREAD STAN DARDS. SEE EVALUATION REPORT FDR MORE INFORMATION 6, THIS SYSTEM IS NOT APPROVEO FOR lARGE OR SMALL IMPACT RESISTANCE. WHEN ~;,e1~~ru1~~-~wJ~t~~'a~~URRJCAN~ ZONE). THIS SYSTEl-1 SHALL BE 7. PANa DEAD LOADS HAVE BEEN FACTORED INTO CAI..CUtATlONS FOR GRAVITY LOADS JoS WELL JoS CALCULATIONS FOR PANEL PROPERTIES, 8. NO 33-1/3'¼ I NCRl'ASE IN AllOVIAllLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, GENERAL NOTES I , THIS SPECIFICATION HAS BEEN D ESIGN ED AND SHALL SE FABRIC'-TED IN ~~~:~filt1~~Mr'fdo.\e:~c~~~A~6U~t~I~~r81~g ~~E AMEt-fOMENTS W HICH MAY APPLY. D ESI GN CRITERIA BEYOND AS STATEO HEREIN MAY !U,QUlRE ADOITIONAL SIT E-SPECIFIC SEALEO ENGINEERING. 2 THIS DOCUMENT IS ONLY VALID w1rn ORIGINAL SIGNATURE ANO SEAL OF AP, E, OF THIS FIRM. 3 . THE ARCHITECT/ENGI NEER OF RECORD FOR THE PROJECT S UPERSTROCTURE WITH WH!CH THIS DESI GN [S USED SHAU. BE RESPONSIBLE FOR THE JtrrEGRITY Of ALL SUPPORTING SURFACES TO THIS DESIGN WHICH S HALL SE COOROINATEO SY Tl1E PERMITTING CONTRACTOR. 4. THE CONTRACTO R SHAU CAREFUL LY CONSlDER POSSIBLE IMPOSI NG LOADS ON ROOF, JNaUOl NG BOT NOT UMITEO TO ANV CONCE NTRATED LOADS WHIOt MAY JUSTIFY GREATER DESIGN CRITERIA. THIS ADDlTIONAL ROOf LOAD CRITERIA SHALL BE flROPEPJ..Y ANALYZED SY A LICENSED ENGINEER OR REGISTERED AROUTECT, 5. THE CONTRACTOR IS RESl'ONSl8LE TO I NSULATE All MEM BERS FROM DISSIMl lAR MATERIALS TO PREVENT HECTROLVSIS, 6. ENGINEER SEAL AA'IXfO HERE TO VAUOATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THlS SPC-CJ.FICATlON BY CONTRACTOR. et. •l lND &lNIFIES & SAVES HAR MLESS THIS ENGINEE R FOR A LL COST & DAMAGES INCLUDING LEGAL FEES & APPELIATE FEES RESULTING FROM MATERIAL FABRIC'-TlON, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHlCH IS CALLED FDR 6Y LOCAl. STATE, & FEDERAL CODES&. FROM OEVlATIONS OF THIS PLAN 7 . EXCEPT /JS EXPRESSlV PROVJ OEO HEREIN, HO AODJTIONAL C:EftllftCATIONS OR AFFIRMATIONS ME I NTENDED. 8. ALTERATJONS, ADDITIONS, OR OTHER MARKINGS TO nus DOCUMENT ARf NOT PERMITTED ANO INVALIDATE THIS CERTIFICATI ON VISIT ECALC.10/30696 11$"' ■ H.A s lt£,,,Sf1:CIFK..l;{' 1'11 '-11 .&MOOl:INF..)r.MAl._ ,'IOOl.fr r~--.,, t il;Nl (..h SC}I~ IH' t;r, "..L • VIS!TENCINEER!NGHPR!:88.COWFOUFISEASOt.'4 ■ FORADDmONAL l"UINS, REPORTS' C. RESOURCES 20-30696 SCALE: NB UNLESS N01B) t:L 11 , _ _ . . . · r , l . , ; & f l . Y ~ R e v i s i o n R e q u e s t / C o r r e c t i o n t o C o m m e n t s C i t y o f A t l a n t i c B e a c h B u i l d i n g D e p a r t m e n t 8 0 0 S e m i n o l e R d , A t l a n t i c B e a c h , F L 3 2 2 3 3 P h o n e : ( 9 0 4 ) 2 4 7 - 5 8 2 6 E m a i l : B u i l d i n g - D e p t @ c o a b . u s D R e v i s i o n t o I s s u e d P e r m i t O R ~ C o r r e c t i o n s t o C o m m e n t s P r o j e c t A d d r e s s : ~ D : ? 3 S d v e t W l a d a a C k : * * A L L I N F O R M A T I O N H I G H L I G H T E D I N G R A Y I S R E Q U I R E D . P E R M I T # : Q J { : > O c ? l - 0 0 3 3 D a t e : . _ _ _ ; ; ~ ~ ' ' " " q : ' - - " 5 , : ; . . · ~ ' c r . . . . . . , t _ C o n t r a c t o r / C o n t a c t N a m e : L i f t b W U . ' ( n ~ l o m , ( k . f S \ \ ' \ C . / : W V \ ~ a C l a a . . r C o n t a c t P h o n e : C l b 4 - 1 3 1 - 5 5 1 3 0 E m a i l : + c . \ o . . a . K " ~ L l + . t - h v n e w C - l f ) ' b i t v . f S . l b w l D e s c r i p t i o n o f P r o p o s e d R e v i s i o n / C o r r e c t i o n s : : > . . ? l K U N \ w e , l o ~ v _ . . . . . L _ _ . a " ' - ' - £ : . . . . . . . . t t . . , · c t A = - " - " - - = - ° ' . } _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L \ . , ~ 1 , u - . J ~ 1 J l N \ P a . ~ . a f f i r m t h e r e v i s i o n / c o r r e c t i o n t o c o m m e n t s i s i n c l u s i v e o f t h e p r o p o s e d c h a n g e s . ( p r i n t e d n k J · • W J U p r o p o s e d r e v i s i o n / c o r r e c t i o n s a d d a d d i t i o n a l s q u a r e f o o t a g e t o o r i g i n a l s u b m i t t a l ? E ' . f N o D Y e s ( a d d i t i o n a l s . f . t o b e a d d e d : ) • \ , \ / j . l l p r o p o s e d r e v i s i o n ~ c _ o r r e c : i o n s a d ~ a d d i _ t i ~ n a l i n c r e a s e i n b u i l d i n g v a l u e t o o r i g i n a l s u b m i t t a l ? E ' . ' J N o D * Y e s ( a d d 1 t 1 o n a l i n c r e a s e i n b u i l d i n g v a l u e : $ _ _ _ _ _ _ _ _ ) ( C o n t r a c t o r m u s t s i g n i f i n c r e a s e i n v a l u a t i o n ) * S i g n a t u r e o f C o n t r a c t o r / A g e n t : - - - - ~ - - ' - - - - - - - - H - - - - - - - - - - ( O f f i c e U s e O n l y ) & ( A p p r o v e d D D e n i e d D N o t A p p l i c a b l e t o D e p a r t m e n t P e r m i t F e e D u e $ _ _ _ _ _ _ R e v i s i o n / P l a n R e v i e w C o m m e n t s . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D e p a r t m e n t R e v i e w R e q u i r e d : B u i l d i n g P l a n n i n g & Z o n i n g T r e e A d m i n i s t r a t o r P u b l i c W o r k s P u b l i c U t i l i t i e s P u b l i c S a f e t y F i r e S e r v i c e s R e v i e w e d B y D a t e U p d a t e d 1 0 / 1 7 / 1 8 L o r 1 1 - - - - - - = I , T H I S I S A B O U N D A R Y S U R V E Y , 2 B E A R I N G S A R E B A S E D O N T H E S O \ J T H E A S T E R L Y L I N E O F L O T 7 8 B E I N G S O U T H 4 7 ' 4 2 ° 1 8 " v . t : S T , A S P E R P L A T J . E A S E M E N T L I N E S S H O W N A R E P E R P L A T . 4 N O B U I L O I N G r « ' . S T R I C T I O N U N E S P E R P L A T T H E P R O P E R T Y D E S C R I B E D H E R E O N L I E S I N F L O O O Z O N E " X " ( A R E A O F M I N I M A L F L O O O H A Z A R D ) . A N O F L O O D Z O N E " x " ( S H A D E O ) ( A R E A O f 0 . 2 X A N N U A L C H A N C E F ' L O O D H A Z A R D ) , A N O C O A S T A L F L O O O P L A I N Z O N E " A E " ( E L 6 ) , A S v . l ' . L L A S C A N B E D E T E R M I N E D F R O M T H E F L O O D I N S U R A N C E R A T E M A P N o 1 2 0 . l 1 C 0 4 0 7 J , E f f £ c n v r N O \ I E M B C R 2 , 2 0 1 8 F O R D U V A L C O U N T Y , F L O R I D A - - , , o r v , i , 1 . 0 ' I I I T H 0 U l f ) C S 1 Q U , T I J M I H : J M C R 1 C , , N . 1 , 1 , S C l o l . Q r , l . f l C l ' I C A L l t t ' . f l S ( O S U ' h ( ' ° " I I N Q I I ~ . " r M A P S H O W I N G S U R V E Y O F L O T 7 8 , S E L V A N O R T E ' U N I T T W O A S R E C O R D C O I N P L A T B O O K 4 0 . P A C E S 3 7 A N D J 7 A O f T H E C U R R E N T P U B L I C R E C O R D S O F ' D U V A L C O U N T Y . r t O R t D A \ \ \ 1 0 2 0 • o S C A L E : , ~ : s o 2 0 ' - - - - - - - - i , , - O l O ) - ~ ( d , 1 . ~ · : . . · . ' i ' - - ~ O O o 1 . C t f ( . \ \ \ \ ) \ \ \ \ / t o r ' 9 U J P f B Y l O l J S A R E A · L O T A R E A H O U S E A R E A B R I C K P A V E R S W O O D O [ C K C O V E R E D P O R C H A / C P A D 1 4 , 4 3 7 s q u a r e f e e t = 2 , 6 1 5 s q u o r e f e e t - " ' 1 , 6 1 9 s q u a r e f e e t 4 8 9 s q u a r e f e e t 9 5 s q u o r e f e e l 1 1 s q u a r e f e e l T O T A L I M P ( R v i Q u S A R E A = 4 , 8 2 9 s q u a r e f e e t L O T C O V E R A G E - J J . < , : T H I S S U R V E Y I S C E R T I F I E D T O : L E W 1 S J , A N O K A T H R Y N 8 . W O L F " R O M , J A S O N D . B O A T ' M l l G H T , P . S . t . l . F L O f f l O A L I C E N S E D S U R ~ Y O R o n d M A P P E R N o . L S 7 2 9 2 F L O R I D A . L , C ( N S ( O S U R V C Y I N C & : M A P P I N G B U S t N E S S N o . L B 3 6 7 2 O t C C X E D B ' r . r B O A T W R I G H T L A N D S U R V E Y O R S , I n c . 1 5 0 0 R O B E R T S D R I V E , J A C K S O N V I L J . . E B E A C H , r L O R I D A ( 9 0 • ) 2 • 1 - 8 5 5 0 0 , , c , . . . , . , , • • 2 0 2 1 S H U ' . J _ ! _ _ ( f ' I FOUR SEASONS BUILDING PRODUCTS PRO -FAB ROOF PANELS -EVALUATION REPORT ~ i u f i & ~ MAXIMUM ALLOWA BLE CLEAR SPAN TABLE: ;1· ll'-1" *TOTAL LOAD= S UM OF ALL LOADS (WIND, LIVE, DEAD, ETC.) ACTING I N THE WORST CASE LOAD COMBINATION AS DETERMIN ED PER SEPARATE CERTIFICATION ~ ATTACHMENT TO HOST SHALL I ~~~~~g~~~J'J:E~:~~ i EXISTING 0.024" OR 0.030" i! V" HOST STRUCTURE ALUM OR 26ga ATTACHMENT TO HOST M!Nj PANEL INTERLOCKING PANEL FACI NGS / PER SI TE SPECIFIC CLEAR SPAN TABLES DIRECTIVE: I . CHOOSE TYPE OF ENCLOSURE TO BE COVERED (SCREENED WALLS, OR FULLY ENCLOSED). USE QR CODE/WEB ADDRESS BELOW IT FOR HELP 2 . DETERMINE THE SITE SPECIFIC REQUIRED DESIGN PRESSURE PROVID ED BY SEPARATE ENGINEERING, BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, I N ACCORDANCE WITH THE APPUCABLE BUILDING CODE. 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR S PAN IN TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE D ENSITY SELECTED. 4. ANCHORAGE OF COM?OSITE PANELS TO EXISTING HOST STRUCTURE AND EXISTING SUPPORTING MEMBERS PER SEPARATE C ERTIFJCATION , fl l:BY OTHERS, TYP. 4 ' MAX WIDTH PER JTEEL TOP & BOTTOM SHALL BE DESIGNED i { 0 0 0 0 -·-f D~H 0:_~• PER FOOT MIN SLOPE) _ . /_ENGI NEER I NG • ir -SEAL JOINT WITH ~ .-.Jloo oo EPSCORE{l.OPCF} I -.0 o 0 af OPTION AL CONTlNUOUS f'l;.o.)'(,'f•bTUO ~ ~y s•.-,!~ ,,.:•1t.'t"'>i-~•-.J'~ ., H:UttEb"toPIU Of 11:Ci!) ... '!;.t_ i,,,c.,~un-,w.•~ r •. =<~)\OOtDSNll. ... ur~n, --..~·~ .... ~!t\:),_~:~::: ;,f,,.<". •• (lfJNAk;j.r ,.lJ;l •111u 1 • Di gitally signed by Frank Bennardo Date: 2020.10.07 10:59:56 -04'00' · MAXIMUM ALLOWABLE DESIGN PRESSURES: I AS NOTED IN CLEAR I SPAtl T ABLE DESIGN NOTES L POSITIVE AND NEGA.TIVE DESIGN PRESSURES CALCULATED FOR USE WITH THlS SYSTE M SHALL SE DETERMINED BY OTHE:RS ON A Joa-SPECIFIC BASlS IN ACCORDANCE WITH THE STRUCTURAL. REQU1REMEN15 OFT HE RORJDA BUI LDING CODE SEVENTH EDITION (2020). 2, SEPARATE 'SITE-SPECIFIC' 5EALED ENGINEERING SHALL BE REQUIRED IN ORDER TO DEVIAT E FROM LOADS, DEFLECTIONS, OR SPANS CONTA!NEO HEREI N. LINEAR lNTERPOLATtON OFTHEAUOWABLE SPAN TABLES LISTED HEREIN S HALL NOT SE PERMITH :O. OONTAt:T THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MAY BE ;~u~iDCORE COMP051Tc PANELS SHALL BE CONSTRUCTED USING TYPE 310S-H254 ALUMINUM FACINGS, 1.0 PCF EPS. THE EPS FOAM SHALL OE ADHERED TO THE ALUMINUM FACINGS WITH MOR•AO M-652 MOISTURE CURE URETHANE ADHESIVE (BY ROHM & HAAS ~~-~J:~1itir&:a~~D~g: ~~iw::~~~"D:N't~!g{~?/~:1~~~:JTHODS EXCEPT T HE J • / 0.024• ALUM SKIN/ 1.5-lb FOAM PANELS, WHICH SHALL BE MANUF.ACTUR.f:D BY METALS BUlLOING PRODUCTS AT THEIR GROVELAND FACiltTY. ◄. IF APPUCABlE, COMPOSI TE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTtoN 720. CHAPTER 8 SECTION 803. ClASS A INTERlOR FINISH, AND CkAPTER 26 SECTION 2603 Of THE FBC. ~o :~;~~N;~~~fe1i~~!Jlt6~~~ tf}tl1irn~r~~ SPREAD STANDARDS. SEE EVALUATION REPORT FOR MORE INFORMATION 6. THIS SYSTEM IS NOT APPROVED FOR LARGE OR SMALL lMPACT RESISTANCE. WHEJ< ~~8~~I~~H~WJ~~~~m.~.URRJCANE ZONE), THIS SYSTEM SHALL se 7. PANEL DEAD LOADS HAVE BEEN FACTORED I NTO CALCULATIONS FOR GRA\frTY LOADS /IS WEtL /IS CALCULATIONS FOR PANEL PROPERTIES. 8. NO ll·l/3% INCREASE IN AUOWABLE STRESS HAS BEEN USED lN THE DESIGN OF THlS SYSTEM. GENERAL NOTES 1 THIS SPECTFICATION HAS BEEN D51GNEO AND SHALL BE FABRICATED IN ~~cr:r~ltt~~~~~\r:~rbg~1i:~iu~L'&~~!~i1~g~7x,E AMENDMENTS WHICH MAY APPLY. DESI GN CRITERIA BEYOND "5 STATED HERE(N MAY ~U!Afr~'/Q1~1fMl!t;{.fvJ. 1ci'i, ~(¥,-~'1,~c\lWlc~~ATURE AND SEAL OF A P,E. OF THIS ARM, J. THE AACHITECT/ENGINEER 'OF RE:CORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN I S USED SHAU BE RESPON SIBLE FOR THE I NTEGRITY OF AL L SUPPORTING SURFACES TO THIS DESI GN WHICH SHALL BE COORDl NATEO BY THE PERMlTTJNG CONTRACTOR. 4, THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INQ.UOING BUT NOT UM.ITED TO A~ CONCENTRATED LOADS WHJOi MAY JUSTIFY GREATER DESIGN CRITERJA. THIS AODffiONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A UCENSED ENGINEER. OR REGISTERED ARCHITECT, 5. THE CONTP.ACTOR 1S RESPONSI BLE TO INSULATE AU. MEMBERS FROM DlSSIMILAR. MATERIALS TO PREVENT ElECTROLYSIS. 6 . ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN />S SHOWN ONLY, USE Of TH15 SPECIFICATION BY COt'lTRACTOR, et. al. moe-1 NtFIES & SAVES HARMLESS THI S ENGINEER FOR AL L COST&. DAMAGES INCLUDING LEG\L FEES & APPELLATE FEES RESULTING FROM MATERJAL FABRJCATION. SYSTEH ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHIC!i IS CALLE() fOR. B'r l.cx::AJ... ~ATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN 7. EXCEPT /JS EXPRESSLY PROVJDEO HEREIN, NOAOOJTJONAL CEltTIFlCATIONS OR AFARMATlONS ARE JNTl:NOEO, a ALTERATIONS, ADDITIONS, OR OTHER MARYJ NGS ron;rs OOCU~1ENT ARE N OT PERMITTED AND INVALIDATE THIS CERTIACATION .,, \ -----I ••• , =· ~\WI&) [ii1'llf"&"tN ,-Jf-----CLEAR SPAN (L) INSIDE TO INSIDE-------! ~OVERHANG~ CAP ;,: . t'· u · PER SITE SPECIFI C ENGIN EERING JS" MAX O/H AT FRON T & ~ l15 ' F'" ,., __ .,c ••IG :~ .. , .. ,,. /':--... , J 25% OF LAST PANEL ":.-,... ~ . · ~ -,. f r 1 , ROOF PAN EUSPAN DETAIL w 1DTHATs1DEscuPro • •~00"'"',\~:W ~i::t:..~ .. , ... .. 20-30696 SCALE: NTB UNLESS NCJTBl L ATTACHMENT TO HOST SHALL BE DESIGNED ul V ISIT ECALC 10/30696 Kl \ l / N .T.S. VERT SECTION 12" MAX O/HATSIDES) /2\ PANEL INTERLOCK v1S1TENG11lEE.,.GEXPRf8 8CON,.OURSmONs ~ ~ \ 1 / N .T.S . VERT SECTION FORADDrrl~L l"LANS. REPORTS & RESOURCES ~ IL_ __________________________________ -.....::,..., ______________________________________ _. ____ 11 __ ,. H O M E O \ V N E R S U N R O O M E N C L O S U R E A F F i D A V I T T r e : · J t ' p : , s e o i i h i s d o C L ; m e n \ i . ; t o m a l - : e y , u a • ; . ; a . ' e o ! E n y l ! m i t a t i c n s i n : • · 2 r : : r , c · - : > s u r ~ ! h a t , ~ t : e - , ; ; · · e r m ; t ! e d a t y o u r ; e s i d e n c e . T h e t a b l e • b e l o w , ~ u n r o o m a n d S c r e e n E n c l o s u r e R e q 1 J i r e m e r . : s p r o v i d e s a b : , e ( d e s c r i : , ! i o n o f t r , e v a r i o u s s u n r o o r r - c a ! e g c r y r e c ; u i r e m e n t s . T h e r e m c ; y t • - r e s : : i c : 1 0 : - : s o n : : . e u s e o f y o u r p ~ e r n n t : . o r n e o e : p e n d ! : - ; g o , 1 ~ , e c , : t c ~ o r y o f s u n r o o m y o u a r e i n s t a l ! i n g . T h e p r o p e r : y o w n e r i s h e r e b y n o t i i i : , j t r : a t s h o u l d t h e y m a k e c h a n g e . ; t c : r , e s u n c o o m ' N h i c n c o : , 1 - : : i ! , 1 . - : ! 1 J c , b ~ ! r . o t b e l i m i t e d t o , a d d i t i o n o f a n y f o r m o f t e m p e r a t u r e c o n t r o l s y s : r • r n o r r e m o v a l o l t h e d o o r s / w i n o o · , , · s s e p a r a : ; n g t h e s u r i r o o r n : r o . . , . , t r , e h c ; , t s t r u c t u r e , t h e r o o m m a y b e c o r : - , e n o n - c e > m p l i a n t w i t h t h e r e q : . : i r e r r . e n t s a s m a r . d a t e d b y t h e F l o r i d a B u i ! d , n g C o d e , i h e F ! o r i a a ; , I . J o e l E . • · . e ~ g y C o d e a n d S ' . a t e S t a t u t e s . T h " ' F l o r i d a B J i l d i n g C o d e - R e s i d e n t r , ' . . ! 1 d e f i n e s : h e f o l ; o v . n g S : . ; n r o o r r i C 2 . 1 r . g o · · e s : ! C a t e g o r y I : A t h e r m a l l y i s o l a t e d s u n r o o m w i t h w a l l s t h a t a r e e i t h e r o p e n o r e n c l o s e d w ; t h i n s e c t s c r e e n i n g o r 0 , 5 m m ( 2 0 m i l ) r n a x i m u m t h i c k n e s s p l a s t i c 1 i l m . T h e s p a c e i s d a f o ; e c i a s a r , o n h a b , 1 , : : : H · , n o n c c i l d ; t t o n e c s u r . r o o m . l ~ o l e : A S c r e e n E n c l o s u r e b y t h e F B C - R d e f i n i t i o n c a n o n l y m e e t C a t e g o r y I . C a t e g o r y I I : A t h e r m a l l y i s o l a t e d s u n r o o m w i t h e n c l o s e d w a l l s . T ! i e c p e n i n g s a r e p e r m : t l e d t o b e e n c l o s e d w i t h t r a n s l u c e n t o r t r a n s p a r e n l p l a s t i c o r g l a s s . T h e s p a c e i s d e f i n e d a s a n o n h a b i \ a o ! e , n o n c o n d i t i o n e d s u n r o o m . C a t e g o r y I l l : A l h e r r r . a l l y I s o l a t e d s u n r o o m w i t h e n c l o s e d w a l l s . T h e o p e n i r . g s a r e p e r m i t t e d t o b e e r , c l o s e d w i t h t r a n s l u c e n t o r t r a n s p a r e n t p l a s t i c o r g ! a s s . T t - , e s u n r o o m f e n e s t r a t i o : 1 c o r r - p l i e s w , t ~ , a d d i t i o n a l r e q t . : r e m e n t s f o r a i r i n f i l t r a t i o n r e s i s t a n c e a n d w a t e r p e r : e : r a t i o n r e s i s t a r , c e . T h e ! o i ) a : : ~ i s d e f i n e d a s 8 n o , , h i . j 1 , . b , e , r , c . r : : : ; r . d i t i o n e d s u n r o o m . C a t e g o r y I V : A t h e r m a l l y i s o l a t e d s u n r o o m w i t h e n c l o s e d w a l l s . T h e s u n r o o m i s d e s i g n e d t o J e h e a t e d a n d / o r c o o l e d b y a s e p a r a t e t e m p e r a t u r e c o n t r o l o r s y s t e m a n d i s t h e r m a l l y i s o l a t e d f r o m t h e p r i m a r y s t r u c t u r e . T h e s u n r o o m f e n e s t r a t i o n c o m p l i e s w i t h a d d i t i o n a l r e q u i r e m e n t s f o r a i r i n f i l t r a t i o n r e s i s t a n c e , w a l e r p e n e t r a t i o n r e s i s t a n c e , a n d t h e r m a l p e r f o r r n a n c a . r h e s p a c e i s d e f i n e d a s a n o n h a b i l a b l e a n d c o n d i t i o n e d s u n r o o m . C a t e g o r y V : A s u n r o o m w i t h e n c l o s e d w a l l s . T h e s u n ' ' . > o m i s d e ~ i g n e d t o b e h e a : e d a n d ! o r c o o l e d a n d i s o p e n t o t r . e m a i n s t r u c t u r e . T h e r u n r o o m i e n e s t r a t i o n c o m p l i e s w i t l 1 a d d i t i o n a l r e q u i r e m e n t s f o r a i r i n f i l t r a t i o n r e s i s t a n c e . w a t e r p e r . e l r a t 1 o n r e s i s t a n c e , a n d t h e r m a l e r l o r r n a n c e . T h e s a c e i s d e f i n e d a s a h u b i t a b l e a r , d c o n d i ! 1 o n e d s u r , r o o r n . O W N E R I l h a v e r e a d t h i s c o O i l p ( e , l e f o r m a n d u n d e r s t a n d I a m r e c e i v i n g a C a t e g o r y - : r : . . S u n r o o m . ( l - V ) i F · : : 1 , d : - o ; ~ a ! : 1 / L t > 1 . 1 ) 1 5 \ \ J O I ~ a Y Y \ A d d r e s s · m 3 3 ~ f > , , l v a _ f ' l o d F Y a ~ I A _ - l l . Q t U i C . e t ~ - ~ " c t . r - . . · 1 ~ J ' i · ~ n e d : _ _ B - , l - J : \ 2 « ~ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e : _ _ _ ~ _ , _ j ' g 1 . 2 ! } _ 2 , ( 3 1 ~ B e f o r e r : v ! t h i s 1 - i i d a y o f \ ( ) . A / \ \ A ( 1 Y L l J - C • ) I m t h e C o u n t y o f D u v a l , S t a l e o f F - l o r i d a , h a : ; p e r s o n a l l y a p p e a r e d • . ~ J \ . g , ~ 0 , s \ ! J o l t v D V V l , # _ t ; ; . f / . t . . f , i n b i • h : m s d l f f l i l ? A Y N E r . d a f f i r m ~ a i l s r a t e m c n t s a : , c l d e c l a r a t i c : , n s h e r e i n a r e t r u e a n d a c c t 1 r a 1 e . * . . . ~ * C o m m l s s i o n # H H 1 4 0 8 2 0 , . . - - ; I . - - - . . _ , . , _ \ \ ' 1 : t , \ ~ ~ . . . E x p i r e s J u n e 1 0 , 2 0 2 5 ~ , o : a . - : , · P u t , ; : , l l l . . . a r g c , S t a t e o f . \ - - I _ , 9 ' 0 t m t ) o f l / J 1 / \ J i - ~ B o n d t d l l r v l l u d g o t N o w y s . v i c . T ' e r ~ u n a l , , · K m " ' D Q o r P r o d u c e d l d e n t i f k a t i o n B ' . \ . . . c , , . _ ~ , L . . . . , h _ • ~ . . _ . . , Q . . . _ _ _ I D T y p e · U - l - . J ' . k - - - Y - - - - • _ _ f _ ( \ v - - - y · - , . . . . . . . . . - - - . . ; J / . , S u n r o o m a n d S c r e e n E n c l o s u r e R e q u i r e m e n t s - - · · C a t e g o r y \ I / t i I l l I V I I V H a b i t a b l e S p . i c e . . . . . ~ - - - - N o N o _ N O Y e s F o u n d a t i o n I W a l l s < 2 0 0 p l f c a n W a l l s < 2 0 0 p l f c a n W a l l s < 2 0 0 p l f c a n h a v e W a l i s < 2 0 0 p l f c a r . ! ° ' a v e ! W a i l s < 2 0 0 p i f c a n h a · : e h a v e 1 2 ' W x 1 2 " 0 f t g h a v e 1 2 " W x 1 2 ' 0 f t g 1 2 ' W x 1 2 " 0 f t g o r 3 - 1 / 2 ' 1 2 " W x ; 2 • 0 f - t g : ~ 2 V i x : 2 · 0 f t g o r 3 · ~ / 2 ' s l a b i f n o o r 3 · 1 / 2 ' s l a b i f n o s l a b i f n o c o n c e n t r a t e d I c c , , c e n \ r a t a d l o a d c o n c e n t r a t e d ; - 3 . d ; o a d > 7 - : i O l b > 7 5 0 1 b > 7 5 0 1 b E x i s t i n g e x t e r i o r R e l o c a t e t o e x t e r i o r i f R e l o c a t e t o e x t e r i o r R e l o c a t e t o e x t e r i o r i f R e l o c a t e t o e x t e r i o r i f ~ R e l o c a t e t o e x t e r i o r i f G F l B r e a k e r e n c l o s e d i i e n c l o s e d e n c l o s e d e n c l o s e d e n c l o s e d E x i t L i g h t i n g N o t R e q u i r e d R e q u i r e d R e q u i r e d R e q u i r e d I R e q u i r e d I I n t e r i o r E l e c t r i c N o t R e q u i r e d ! f o l R e q u i r e d N o t R e q u i r e d F \ e c ; u i ! e d R e q u i r e d O u t l e t s E m e r g e n c y E g r e s s f r o m e x i s t . E g r e s s a n d E x i t E g r e s s a n d E x i t m u s t E g r e s s a n d E x i t m u s t E g r e s s a n d E x i t m u s t E s c a p e O p e n i n g s s t r u c t u r e a l l o w e d i f m u s t m e e t c o d e . m e e t c e d e . m e e t c o d e . m e e t c o d e . o p e n t o a t m o s p h e r e a n d h a s s c r e e n d o o r l e a d i n g a w a y f r o m r e s i d e n c e . M i s c . W i n d o w W a l l s a r e 0 1 2 e n o r W a l l s a r e e n c l o s e d W a l l s a r e e n c l o s e d F e n e s t r a t i o n m u s t F e n e s t r a t i o n m c t s t a n d D o o r e n c l o s e d w i t h w i t h t r a n s l u c e n t o r w i t h t r a n s l u c e n t o r c o m J 2 l l ( w i t h a i r c o m 1 2 l l ( w i t h a i r R e q u i r e m e n t s s c r e e n o r m a x i m u m t r a n s 1 2 a r e n t e l a s t i c t r a n s ( ; ! a r e n t [ ; ! l a s t i c o r I n f i l t r a t i o n r e s i s t a n c e , l n f i i t r a t i o n r e s i s t a n c e , 5 m m t h i c k [ ; ! l a s t i c o r g l a s s . W i n d o w s g l a s s . A i r i n f i l t r a t i o n w a t e r e e n e t r a t i o n w a t e r p e n e t r a t i o n f i l m . H o s t s t r u c t u r e m u s t b e r e s i s t a n c e a n d w a t e r r e s i s t a n c e , t h e r m a l r e s i s t a n c e , t h e r m a l w i n d o w s / d o o r s s h a l l r e m o v a b l e . H o s t e e n e t r a t i o n 1 2 e r f o r m a n c e a n d 1 2 e r l o r m a n c e a n d n o t b e r e m o v e d . s t r u c t u r e r e g u i r e m e n t s a 1 2 1 2 i l ( . s t r u c t u r a l d e s i g n s t r u c t u r a l d e s i g n w i n d o w s / d o o r s s h a l l P l a s t i c w i n d o w s m u s t [ ! r e s s u r e e r e s s u r e r e g u i r e m e n t s . n o t b e r e m o v e d . b e r e m o v a b l e . H o s t r e g u i r e m e n t s . H o s t H o s t s t r u c t u r e w i n d o w s & s t r u c t u r e w i n d o w s a n d s t r u c t u r e w i n d o w s & d o o r s m a y b e r e m o v e d . d o o r s s h a l l n o t b e d e i ~ . . s s . . . . a l t ; : ~ . t ~ e r e m o v e d . r e m o v e d . i E n e r g y S h e e t s N o t R e q u i r e d N o t R e q u i r e d N o t R e q u i r e d R e q u i r t : d ,Design Method: MVvFRS Components & Cladding Basic Wnd Speed : 120MPH Building Category : 1 Wnd Exposure: B 2 each 1/2" x 6" Galvanized Expansion Anchors 1.z"-;,<~ 2x6 Galvanized Hangers Simpson #LUS 28 z The design and span shown on this drawing are based on the load requirements for the Florida Bullding Code 7th Edition , 2020 V\/olfrom Residence #10896 2033 Selva Madera Court Atlantic Beach , FL. 32233 Wiite frame vinyl enclosure 24" Insulated kneewall 20/20 screen New thickened edge concrete slab building an open deck on side 1/4'=12" Contractor : Lifetime Enclosures, Inc. Jeff Briar CRC028471 5521 Chronicle Court Jacksonville, FL 32258 904-731-5580 904-731-5750 fax Date :2/11/2021 Drawn by: Greg Knight V incent Seibold PE 4 8288 101 5 Atlantic Blv d . #128 Atlantic Beach, FL 32233 904-56 8-41 12 2 each 1/2" Galvanized Bolts Per post - 11: 11: 11 :11 11: II :11 11: 2x6 PT Ledger Board II 1x6 trek composite decking . Open Deck Chimney ·~ 16' O.C I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I P4x4 :RT: I I I I I I I I I I I I I I I I I I I I I I I I I bJ I I I I I I I I I I I I -~ I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I n, I I I I 4x4 PT lrt I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : =; I I I I I I I '1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P-! '7 0... I I I I I I I I ;1 I I I I I I I I ~ ;1 I«?' I I I I I I I I I I :::: I I I I I ~' , 11.1'\.1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 14:x'A :P.T: I I I I I ,17 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l::i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I ' ·~ I I I r, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,~ I I I I I 4x4 PT 18' 6" +/- 36" I LI:::'.::::'.:l 18" 11: 11 PLAN VIEW I I I I I I I I I I I I I I I I I I I I I I I I I : : : : I : : : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ; I I I I I I I I I I I I I I I I I I I I I I I I J .. I I I I I I I I I I I I a l 'l7" +7- I I I I I I I -,- I I I I •~~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : a.. I I I (!) :~ I I I I I I I I I I I .. I I ------------------ -------------------------------------------------------- 3" composite roof Cri cket w/ shingles --------------------------------------------------------- ~ □ = '<\ ~ '>' ~ -------------------------------------------------------- --------------------------------------------------------- 17' 611 +/- Thickened edge concrete slab "' --- -- -- I ~ = 0 ..::t" -...... De$ign Method : M\J\A=RS Components & Cladding Basic Wnd Speed: 120MPH Building Category : 1 Wnd Exposure: B The design and span shown on this drawing are based on the load requirements for the Florida Building Code 7th Edition, 2020 V\blfrom Residence #10896 2033 Selva Madera Court Atlantic Beach , FL. 32233 V\th ite frame vinyl enclosure 24" Kneewall 20/20 screen New thickened edge concrete slab, building open deck on side 1/4'=12" Contractor: Lifetime Enclosures , Inc . Jeff Briar CRC028471 5521 Chronicle Court Jacksonville, FL 32258 904-731-5580 904-731-5750 fax Date :2/11/2021 Drawn by : Greg Knight Vincent Seibold PE 4 8288 1015 Atlantic Blv d. #128 Atla nti c Beach, FL 32233 904-5 68-41 12 i 60.5" +/- 0 co ~ hardie lap 0 co 3' DOOR 14' O" +/- 48" +/- X II=====~ 60 .5" +/- 2x4 LEFTVIEW ..0 E (/) ~ 48" +/- hardie lap , 2x4, 48 " +/- 2x4 1x3 17' 6" +/- FRONT VIEW -!.. + -!.. + 0 0 C"') co T-" ~ co 48 " +/- 60.5" +/- X l N hardie lap i 0 co 3' DOOR 14 ' O" +/- RIGHT VIEW 4x2 60 .5" +/- -!.. + 0 l co 2x4 1x3 \\\\\\Ill//, 11 ""\\ ~"t s /;/ ~ ~ .. -0 /'l ~ ~V/\C '•fo ~ ...... ~·""' :}/' ~ :::: ~ ,' N 2t~ \ * :::. .::: I 0 , ~ \ -*' ~ ' --I -== ,a:::-~ -0 \ S~ E OF / f# ~ --~· •~::.: ..... 0 \>-' ' 'l ~ ', l:LoR\0/' ~ ~ '/ ~ -------· ~ " //1/;~8/0NA.\-~ ,,~ l///fll\\\\\\\\ 11----1 • X 2• OB O PEAIME'JER NOTE f l, USE~OX i• LONG S'M5 INTO WOOD HOST .\ND )4"o X 2 )1 -LONG CONCRffi SCREWS INTO CONCRETE DR MASONRY CONSTRUCTION (1" EMBEOMENT TYPICAL)/ SPAClNG 24•,o.c. AND 'llllHIN s· Of EACH ·. PERPENDICULAR MEMBER ~;,J'G 1;_J.i1!f t,N~lJ,~t_ '1~cJ'sft/ r~2 - & 801TOII) · 'NOTE:, f'r<ov101::. ,n -:;:t: \ ll L-~o~ \1/~ SMS I NTE?f<:t"-A l.1..Y IN Lieu~ L~WP, TYPICAL 1 x 2 TO HOST AT CORNER 1 . 1 )4 '1 iO. tz.l'-'2. r~ w Al-.k. w;,1,;11 >< ~10 ~I"\~ e1 1t;'o,c. 111----1· ·x 2· oe • Ptll!ME'IER ,-~ PER NO!E f1. 2" 'x i° HOU.OW HORIZONTAL (G1RT), 2-I 10 s.M,S. fROM IHSIOE f"ACE OF 1 X 2 OB INTO SCR£W SPLINES Of' HOU.OW GIRT (1" DIBEOMENT MINIMUM.) TYPICAL 1 x 2 TO HOST AT GIRT . I ~1., 'fo 2.;-''2, t=:~r. 't-/AU.. '# '211.K ~,o $M.$ (@. lltO, C , TYPICAL FOUNDATION DETAILS NOTES: . 2-I 10 S.M.S. F'ROM INSIPC FACE OF POST lt<TO SCREW SPU~!:S OF HOLLOW QR T (1" EMSEOIID<T MINIMUM.) 2" X 2" HOLLOW HORIZONTAi. (CIRT). !£l.F "•= '\>..._ II II II =••·G POST OR HOL1.0W POST. ...._ I j'('Z ;< Y1uiLC.t,q:1~- W/'l.-S/e/xft'8 Te:i~ ~AC..1-1-WA"( ~l-\ <&1c:;i~ 61~. {Al.-T.) TYPICAL CHAIR RAIL TO POST DETAIL -···---·· ------- f/:1. PP.1\0 OJ. 5~ f> Po~~ , ... · 1" x 2" cont. w1 f ',;;. I . 11 I Y4 ~-2Y+11 • tapcons 1 . at 24" o. c. ~ ~"JCJt=°\OSM'S fo~ v../C:017 O'G,c-K.. 2"Min 2" x 2" x.125 angle each side post 2 • #10 X ¾n Sms into post and ¼" · tapc<;>n I vf E:r1Gf:::J7 edge Ar7r? At-U,,l-~ 'FO~ ~.L...1.-t:a=:t..J.__:..~-E:AC/-1 ~••. P'o~, SJZ:E . \ Pile Type Footing . 1. Concrete shall be minimum 2500 psi. Cover for reba~ shall be 3". · I e:,11 . I 2. Flberm~sh shall be used In lleu·of welded wire mesh. · • \ • . 3. Slab on grade shall be used for roof areas less than 360 sq. ft. or for posts with tributary areas· less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2". 5. Foundation shall bear on cpmpacted subgratfe with 1500psi minimum bearing capacity. 6. Pile type footing shall have 3/8" diameter rods 12" long thr:u Qosts each way. 7. Embeded aluminum posts shall be isolated from concrete fo p'tievent corrosion. 8. Posts supporting carrier beams shall have adequate foundation for hold down capacity. A minimum of one cubic foot of concrete for each ten square feet 9f screen roof. Typical Cage Bracing Details • , Triahgular plate W/8 -#10 sms. · 5-3/4·11 X 111 x 1/fY' Galv. Strap Plate· z-5/1~~ Anchor bolt (Expansion Bolt) ~ 2 -_. I /4-'' 1<-· \ Yi'( !Ptf' t::<'.Jt-i~ · 5/5 Coble Cable required when enclosure extends more than 18' from host. Galvanized St~ap Detail 5/5 Cable NICO Sleeve . .· One pair of cables for every 300 sq. ~- wall surface area . ~o 5/5 Cable . · · ooped Cable >4H J(, v; n.?a.t-1 1i--1To Coi-JC.~EE:-1?f:CK b"{Z 'fa,(j,J(:i NOTE: 1. Self-tapping SMS shall be stainless steel or Zinc coated. Loop~d Cable Detall 2. Members shall be Isolated as recommended to prevent corrosion. General Notes and Design Criteria: . i. Pool/Patio Enclosures and Screen/-Glass Room Additions are designed to be 13ttacheg to a permanent structure of adequate capacity. 2. The contractor shall verify that the host structure is in good condition and of sufficient strength to support the proposed addition. 3. The F-BC :r'" EJ H ~on "ZD'ZO is the basis for design wind load as per Chapter 20, Table 2002.4. 4. Maximum purlin spacing is 7'-0'~ Internal lateral bracing required for spans over 39 feet. 5 . Mean roof height shall be less than or equal to 30 feet. The height of the addition shall not exceed the height of the host structure. · 6. The exposure is per site location. ~'C" for structures along the coast and "B" for all others. 7. The pool/patio beam spans are based on open buildiog ~lassification. _The typical details shown are indicative of a standard installation. · · 8. Fasteners shall have a head and/or be-provided with washers not less than 1/2" in dia. For decking and siding. • . _ .. ; MINIMUM POST SIZE AND NO. OF SCREWS · Beam Size Post Size #8. #10 #14' 2x5 2x6 2x7 2x8 2x9 ~x 10 2X4 2x4 2 x·s 2x6 2x7 2x8 . 10 10 14 8 8 12 14 16 6 6 10 12 1~ 16 MINIMUM SPACING AND EDGE DISTANCES #8 #10 #14 Minimum Spacing Min. Edge Distance 5/8" 3/4" 1" 5/16" 3iB" 1/2" SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 PhQne: 904-568-4112 . . : -. . .. ~,2 , .. 2 ~OR.]ljUME -~T.-?,<51:1-tl l!XISTI~ ·MASOI/RY WAU. 1, --~~Ti.ct:o ' . ~All · .-.oo I "2". BEAM BEARING DETAIL . ANGL! 10 WA!.L ..,, v., .. 2·L.AGS TO fAO'l·STl.,,0 -. . · Complete Panel SLOPE •'tF1D x 4•-s.M.S. W/ l '/, • .;. Fender Washer And Neop~ne Gaskat 1:1.• o.c. (lyp.) Bearing Be<1m v.-,.:11z•;-4~•.6Y'z'" ,/ -· , ··-- THRll-ElOLTS f2J ../ . · : . THIW tA01 . . ·-- . P05T COWTJNOUS fXl'IWDfD N~AJTIClfO -~-, .. -\, 3' PAN ROOF _s--: 0~ 3•. -4:~, eu-. · o• l'OlY•RDOf . . SU&-l'ACI"-• RfCUIIW) \!l'iPI .. OIJTER ' . r""PA 15 ·• 'Le=;:3 · - 'i'MAN _LW . . TH!q. 01!." . -~ •·3• LAG "IPll"O • IW'TeR. · . .fND3:_. - · · · · _.. ,-use ANGti ~ru _. (3) #IO .i ¾· T~ l:AQ1 ;/-._.. · .. '\. ~~Rf J&rro. - 12'1'AN0R110•'%· : .. 1'ACIAwa10,¼•:. T~ I 2" o,c;,r<pR: · · . T-"-12· O .C, : . . . POLY-1'COP-._ _ . ..,,_, At.-r-i;;:~i-J,!,..1~-~-*10~ t1/,i' '51-16 1!-l~ -~)(.et:' ?1--t-l I t4'"\0 ~ s-r -'.2'1;< ~•••n~/<., 6J'f11::~ '5°1"'~Af'':i di "'2,4-'' 0,C,, W /2 • fl 14".>< :'J/4" t,/'1? ·n.1fit.u c,uiTlr!~. $ 6 ur-re ~ .-,r.: -_:/ :>· :': _·,'_.. . . . . ·: :-• .. 1\•·'-'"..:': · .. , ! ···. ~-:, ·. /J.t;,M: l'05T CAST ~-' 'v./ (2/ W-'i.:·2 Ki'lt:DRM" f'INS-OR.:~ 'x 2 . ¼'.-TAl'CONS OR_ V..,-x·21f.i• · T,a0m;· . 2x3-0R. 3-'130R. .. _--4;;.4:rosr--· . ·,• Upright To Base And To Beam Detail Roof Anchoring Detai_ls ~~m:.;:: 1 ~M.S.Spaced "· ~ompo __ s_ lt~/P~11~--.:.,:. _fl!) 8"{)_.C, Bc,~Sldas Cau lk t----------:;;;;=:::l--_,s~m/ Header (2) #10 ,c l' 1, •·s.M.S. Into Screw BDSS Anchor 1~ x 2" Plate 1b Concrete W/ '/• • X 2'/,." Concrata Anchors Within · . , Angla Olps May k substlUl!ed For:Intlliir,;if Sa-ew Systems 6" or Each Side\' Post And 24" o.c. Max.· Min. (3) tF 10 :, 1 '/•·:s,M,S, Into Sallw S09S, . , ' Min. 3-'t,• Slab 2S00 PSI l--5~-U~~--iif"-::14--1• x·~• f:xtru$lon Cone. 6 X 6 -10 X 10 W.W.M, Or Fiber Mesh CAULK ALL EXPOSED SCREW , HEADS 1·'/•' Min. I~ Con~. ..... _,,/ ' Alternate ConnectJon: (3) tl'e scr:aws .Per Piln With . l'·Mlnlmum Embedmqnt Into F-asc:la Through Pan BOl<ed · ·enij EXlstlng Rafter ---,-t-..,...... #.10. x 1·¼' WOOt! Or S.M.S, (2) Par --fc=,.;t;=,:l:==°if' Rafter 1- 1'10 x3/,• Wood Or S.M.S. --,---_,J 12• o,c. f:xlstlnQ Fada -----..J All 'l:lq\i>sad Straw Heads .·· .:,. . . .-1.a 'x·•;,--~ s,M;s. (3J Per Pan .• , . :(~arTOM) And (l)-@ Riser For W.ff Albod11r~ • ; .. :' : (TQP) · . ' ,... . .. A· , t i,i• LDHC WOOD LAO 1a1itV iJ1i ' r 2~ .. °',. :::= ~ ~ _,. SCREEN/GLASS ROOMS & ENCLOSURES 2· xr x0.044"HOLLOWEXT. Ak,.;;;;~=di;~;;;;;;;;;;;;~--T-6116'0 x-4'LONG {MIN,)LAG SCREW FOR 1-112"' '-----illff-~-t--EMBEOMENT t~IN.}INTO RAFTER OR TRUSS TAIL CO.~VENTIONAL RAFTER OR '------ffllt--.--r--'TR.USS TAIL WEDGE ROOF CONNECTION DETAIL REVISIONS : ...... : Vincent Seibold PE. 48288 1015 Atlantic Blvd. #128 Atl antic Beach, FL. 32233 Phone: 904-568-4112 RESO21-0033 Design Method: MV\tFRS Components & Cladding Basic Wnd Speed : 120MPH Building Category: 1 Wnd Exposure: B The design and span shown on this drawing are based on the load requirements for the Florida Building Code 7th Edition, 2020 \J\k>lfrom Residence #10896 2033 Selva Madera Court Atlantic Beach , FL. 32233 V\/hite frame vinyl enclosure 24" Insulated kneewall 20/20 screen New thickened edge concrete slab building an open deck on side 2 each 1/2" x 6" Galvanized Expansion Anchors \;!'X/\ 11: 11: 11 :11 11: II :11 11: 2x6 PT Ledger Board 2x6 Galvanized Hangers Simpson #LUS 28 z II 11: JI PLAN VIEW 1/4'=12" 1x6 trek composite decking . Open Deck Contractor: Lifetime Enclosures, Inc. Jeff Briar CRC028471 5521 Chronicle Court Jacksonville, FL 32258 904-731-5580 904-731-5750 fax Date:2/11/2021 Drawn by: Greg Knight Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atlantic Beach, FL 32233 904-568-4112 Chimney '( 16' O.C I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I !-J4x4:Rl: I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I fiJ I I I I I I I I •r, I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I n, I I I I 4x4PT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P-l ~ ()..' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ :~: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ i=: CN , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I )4X'4 :RT : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I IF I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4x4 PT I I I I I I Ir -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a.. : c.b : S'J I I I I I I I I I I 18' 6" +/-- 2 each 1/2" Galvanized Bolts Per post - L.C:'.l ' j 17 +!- 36" L.C:'.l 18" ------------------ " --------------------------------------------------------D --- 3" composite roof Cricket w/ sh ingles --------------------------------------------------------- ! CJ CJ "' <;O )( = ~ - ---------------------------------------------------------- ----------------------------------------------------------- 17' 6" +/- I I Thickened edge concrete sla b I :--f"1~-·1• X ,• OB O PER/METER NOTE ,,, usE-\\-10 x ~-LONG SM5 INTO wooo HOST AND l("o X 211· LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONS'!RUC'JlON (1" EMBEOMENT T'l'PICAL)/ SPACING 24• -0.C. AND WITHIN 5• OF EACH PERPENDICULAR MEMBER 1• X 1• X 1/16" ANGl.£S 2" LONG V.,TH 2-#8 X 11/2" LONG S.M.S. AT EACH LEG -TIP1CAL EACH Slot, TOP & BOTTOM)· NOTE.: f'1<0V1i;:;,e; '2-io;'-11/i' SMS 1 NTl?~t,..1A l.1-Y IN Li'i!t.l ~ l C.l-1 P . lYPICAL 1 x 2 TO HO~T AT CORNER ,1 . I ,~ 1. iO fL'I-'Z. r\7:f WAI,..~ W/,l;l}><*IO ':Ir'\:;;,~ \uO,C. NOTE #1: US£ 1' • • X :3• LONG LAGS INTO 'MlOO HOST.,AND 1'"0 X 21'" LONG · CONCREiE SCREWS INTO CONCRETE OR . .. MASONRY CONSlRUCilON (1" EMBEOMENT . ...-. ..... ~----!. TYPICAi.)/ SPACING 24• 0.C, ~O V.,THIN 6" Of EACH PERPENDICULAR MEMBER 2-110 S.M,S. FROl,I INSIDE FACE Of" 1 X 2 oe INTO SCRfW SPUNES Of" HOl.LOW GIRT (1" EMBEOMEJoiT MINIIIIJM.) lYPICAL 1 x 2 TO HOST AT GIRT . ltJZ. ·ro 2.~,Z )';:f?:.f. 'NALL \✓/'2.1 ¼~10 51-1$ ~ 11./0,C., lYPICAL FOUNDATION DETAILS Ribbon Footing IJ£o()f'<Si~, NOTES: - 2-I 10 s.M.S. FROM INSIDE FAC£ 0.- POST IN7'O SCREW Sl'UNES Of" HOU.OW GIR T (1" EM8£0UENT MINl,(UM.) 2• X 2" HOl.l OW HORIZONTM. (CIRT). "·;;i:· ....... .. SU! MATING p "st II " I II OST OR HOLLOW POST. '--I i<'Z I< 1/1~L~t.\?'.?" W/IJ.-'o/s '')('f8 Tc:K''6 ~AC,.i.l. W A'( ~t+ <£;.,1c,~ 61-R.1, {AL-i'.) lYPICAL CHAIR RAIL TO POST DETAIL 'l.i-PP.1\li OJ. e~f> Po~t--+---.._ .... · . 1" x 2" cont. w/ ~ "'- y4' ~-2-1/4-11 • ta peons 1 _ at 24" o. c. ' 2" x 2" x.125 angle each side post 2 -#10 x ¾" sms into post and ¼." · tapcc;m I½," 1::r1~GJ1 ~ :3";,<.W\OSM-5 Fo\2-.-v../cot7 v'~ 2" Min edge ArJ'r? At-lC:,L..E:. fO~ ,.a....J..1-~;L...J.._.:..;..,.. E:ACl--t .Z 11 17051 Sl~e . Pile ,Vpe Footing . ' I 1. Concrete shall be minimum 2500 psi. Cover for rebar shall be 3". · I ~' ~ 2. Flberm~sh shall be used In lieu of welded wire mesh. · · \ · "" 3. Slab on grade shall be used for roof areas less than 360 sq. ft. or for posts with tributary areas · less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2". S. Foundation shall bear on cpmpacted subgrac(e with 1500psi minimum bearing capacity. 6. Pile type footing shall have 3/8" diameter rods 12" long tht,u Qosts each way. 7 . Embeded aluminum posts shall be isolated from concrete fo pr-~vent corrosion. 8. Posts supporting carrier beams shall have adequate foundation fpr hold down capacity. A minimum of one cubic foot of concrete for each ten square feet 9f screen roof. Typical Gage Bracing Details-, Triangular plate w/8 -#10 sms. S-3/4-11 X 111 x 11e11 Galv. Strap P late- Cable required when enclosure 5/5 Cable extends more than 'Z-5/1~" Anchor bolt (Expansion Bo lt) ~ 2. -.-1 /4'1 ,< · \Yi'( 1A:f U),-.4~ · r-:-.,,,_,..~:-:-----iVJL...--.---. 18' from host. Galvanized Str:ap Detail N ICO Sleeve One pair of cables for every 300 sq. ft. wall surface area • t11 5/5 Cable . · · ooped Cable MHJ<JV,i'.TAr'~i--i liJ.TO CoNC-~e.17f:Q:::'.. e~ "fc'1J•11,Jci Loop~d Cable Detail NOTE: i. Self~tappi ng SMS shall be stainless steel or zinc coated. 2. Members sh~ll be Isolated as recommended to prevent corrosion. General Notes and Design Criteria: . i. Pool/Patio -Enclosures and Screen/Glass Room Additions are designed to be i;tttached to a permanent structure of adequate capacity. 2. The contractor shall verify that the host structure is in good condition and of sufficient strength to support the proposed addition. 3. The "FBC ;'7~ EJH:cn 'Zl:)'-ZO is the basis for design wind load as per Chapter 20, Table 2002.4. 4. Maximum purlin spacing is 7'-0". Internal lateral bracing required for spans over 39 feet. 5. Mean roof height shall be less than or equal to 30 feet. The height of the addition shall not exceed the height of the host structure. 6. The exposure is per site location. "C" for structures along the coast and "B" for all others. 7. The pool/patio beam spans are based on op~n puildir,g ~lassification. _The typical d~tails shown are indicative of a standard installation. 8. Fasteners shall have a head and/or be-.provided with washers not less than 1/2" in dia. For decking and siding . · MINIMUM POST SIZE AND NO. OF SCREWS · Beam Size Post Size #8. #10 #14- I 2x5 2x4 . 10 8 6 2x6 2x4 10 8 6 2x7 2x·s 14 12 to 2x8 2x6 14 12 2x9 2x7 16 1,t 2 X 10 2x8 16 MINIMUM SPACING AND EDGE DISTANCES #8 #10 #14 Minimum Spacing 5/8" 3/4" 1" Min. Edge Distance 5/16" 3i8" 1/2" i SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 . 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112 ._ . .., .. fXlSTING ·f.V,SOlj!O' WAtl 1.··i~~- . HOTc ~ ~wAJ.J. ~DO I • 2". AHGl.f 10 WAJ.J. wl V.-• 2' LAGS TOeAOi ·STUO Bl:A_M _BEARING DEJ£}1!!-Panel SLOPE ··t10 x 4•·S.M.S. W/ 1 ~. • ~ Fender Wuher And Neoprene Gai;k&t 12· o.c. (Typ .) ' ·~: \, . 1/.', ·3 ~•; -4 ~•.GYz-• ./ .· . ··· · THW-eoLnH2l .../ . · : . T/1RU eAD=1 .... POST COllTIHOUS exTIWDfD ""°'"""""'. '\ 3' PAN ROOI' ~ og.3•,◄~,fl", · 5 U6-f',ACIA • RfilUIRfD ~fH-- OIJl?K . t"P~ ~ ·. ~-TMAN.J,V,· . THICl;.OR,. . V.. x"3' I.J,G ··1NfO • -~-o• POLY-ROOF . . . . . \. use At«:ilf Wl1!!Rf : . <!IJ II o i ¾' r~ ~ ;J· ·.-· ·. · '\. ~FttJ1rro .. I 'l:' r>-N OR#IOx "'Y.' ·. . f'ti.a.Aw/1-10• ¾•:. T~ I Z" O .C. ,R;)R · · T-4 12' O.C. · ... POI.Y-~P-,_ ""'"' At.'i i;;;'.~N~ ,.-~. ~-*101(. l'/i.' ~1-'\:i -r1-1~-~1'-~t:> 'f'p,.~ \1-4~0 ~~1" Upright To Base And To Beam Detail (2 ) #10 x 11/,""S.M ,S. lnto Screw Boss CAUi.JC >-LL EXPOSED SCREW • HEADS SE.ALJJIIT UNDER Fl.ASHING ~ :r COMPOS\TE OR PAN ROOf (SPAH .PER TABlES) \ f & x 1/2" WASHER HE.ACED In -C0RROSIVE RESfST,-,Nl SCREWS (:g 8" O.C • a AWM:NUMFlAS111HQ LUMBE R BLOCKlHG TO FlT PLYWOOD/ OSB 8RK>GE /FIUER 11.k~~~~~;;;;;~~~--I -i-x2· xD.044"Hot.LOWEXT. 1/\ 5118'0,:4"L0NC(l.CtN.}LAG 1...----111----1---~~:~ ~~)INTO RAFTER OR TRUSS TN!. CON'VENTlONH. RA,fTER OR '-----iit---;--t--TRUSS TAI. WEDGE ROOF CO NNECTION DETAIL Angle Clps May Be subs\1Wtlld For :tntaljn.il Screw System, i' ~••;t ~·•-n~i<. au-r-re~ '5°1'~Af<:J' ~ '1/4'1 0 ,C,, w;z .. #14 ''.i< ~/~i,11 61'1'5 -ri.i~t.1 c-11..lTTe~. $ C:i l)i'fe 11t 1.. 1 P 2.>c3 ..0R 3>13 OR .. _--4;;-4:·rosr_. .. R f A h · Q t · 1 Composite 09 nc onng .e al_ s #8 ~'/1'5,M.S,Spaced Com p,oslte/Pa ns .,. .. . . . .. @ e• .p_.c, a~tt_i Sides caulk Altemata Connectlon: (3) #B s~ws Per Pan With . l'·Mlnlmum Embedm11nt Into Fescla Through Pan Boxed ·Ena · · · · · · · · · · · ~-•. AJl"ExAosed Smw Heijds .~ .... ~. ·_, •. _ .. :i-t .,;\a~·,ar·t .-, ·. · ·: ..... , ... : H~ad11~ ectruded or BT'i\l!R-F.oqned · ' (0.044' Min. Thickness) 10-'T'"-""'lo--·~ Y/lth Min , l 'h • B~t\n9.Leg. EXlsling Rafter ~-+-+-:.._;-,.:• .:/ .l: ~ .:~. :•~ •. •• :••.-: :\ .:,,•: .:" Roor Pa nel · •.10 X 1-¼" Wood Or S.M.5 , (2) Per --f1::~1-;~~:::JJ Rartar ·· · 1'10 X'/•' Wood Or S.M.S. _ __:._··-~ ,-"-::,:;.::;_:;t ~2• o.c. : IJJ -X "'k~ S,'Mi5, (3}'Per f>an l:xlstJng Fada ---.. -"-. _c.., . ,. ... :; , : .. (Jlor.roM )-And (JJ-@Rllier • forlYaff Attact,~: · ; --~ .(TG.P)· ·_. · ' , .... :. : : :: = ~,.::, a,t· i ,.: . ..... • D 24• 0.C. MU. SCREEN/GLASS ROOMS & ENCLOSURES REVISIONS ' Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112 r ,--------------------;.__,,-----------------------·-------------------, APPROVED @ 'l✓lf--:lI ~ '' ms rs .. BOVl<OARY ,;\JRl/(Y, 2 BCARINCS AAE B•SCO ON tlit SOUTl<!:ASlEJll. Y UliE Cit LOT Jfl ernm SOUTt\ 4T42'1e.• WEST. -'S PlR PL.AT • .I, EASEMENT UNtli SHOWN I.RE Pill PL.AT. 4. NO 8tJlt.(l..c R£S1RICnON UM(S PER Pl.AT TM( PRCIPERlY D£SO'll8al HEREOII LIES .. nooo Zat.t: ">"(ARE<'. Of U"1,VJ. FLOOD H,<ZAAO). AND nooo ZQN£ ·,nsw•MD)(ARE:A OF O.llt ANNU ... CIIANCE FlDOO HOZARD), l,Nl COAST.ll. fl.OOOl'tAJN ZO<E "AE'(EL 6~ AS YELL AS c,, BE OETERMIN(O FROM Tit[ fl.000 "S\IRI\NQ: RAT£ M.A.P "'ilo. 12031C0407J,, EF"FECnvE l'fOVCMEL~ 2, 2018 rOR Ol/V,L OOUNl'I, FLORIDA, -'~~-~-:N~ tr.o11•"'n-ua;111a111~-~~ MAP SHOWING SURVEY OF t..OT 1,e, S£l. VA NORTE' U~I T TlllO AS RECCAD-EU IN Pl.Al BOOK 40. P•IJES J7 .lNO 37A 0• 1llE CU1111ENT Pl/8UC RECOl'<OS Of DUWJ. OOUNTT. n..OR10A ) \ \ \ \ I M?f:RV!CNS ARU· I • 1 ',~J 7 le;j11C1r-e rH t " 2,Eil!i •~a-• IHt .. 1,619 tqa.i(V'e 1fft B 489 1'il"Of"t!: feet 95 ~Qrt, fet'l 11 $qi.IOI"• fnl TOtA[ 6.iPtMMS .MO: • 4.62§ ~uort' icct LOT C0\1:~AGC • 33.41' RECEIVED -- Sy Toni GindJ,.sp"'fl"' at 4;2i pm, Jul OB, 2021 THIS ~yty tS CE~ TlFJE.0 TO: Lr .. s J. AHD ~· THR ... 8. WO\.F1!0\I, JASOl'I 0. BOA TWRIQtT, P.S.M. '1..!RDA UCOtSa! ~-01<t ,.,.l'POI No. IS 1ffl rLoiwA L.JaH'SlD 111.'nt~ IC .. ~ El1SWESS Na. te .J&n IIOATWRIGHT UNO SUIM:YOll5, tnc. 1500 ROeERTS DRIVE. J-'C!CSOIMU.C BU.CH, fl.ORIOA (904)241--3550 °"'"' Dllll..L~t .. This item has been electronically signed and sealed by Vincent Seibold PE 48288 on Aug. 25, 2021, using a SHAauthentication code. Printed copies of this document are not considered signedand sealed and the SHA authentication code must beverified on any electronic copies. 2033 Selva Madera Ct. Atlantic Beach, FL. EACH SIDE BEAM DocuSign Envelope ID: 6C4BBECD-2C83-47C6-8148-FE9A6A86B303 r ---SEALANT ROOF PANEL TO BEAM DETAIL 3"COMPOSITE ROOF '\ •· .. RIDGE BEAM PAN HEADER (BREAK- . FORMED OR EXT .) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION 3" COMPOSITE ROOF 5/8" X #8 TEK SCREWS 12"OC. TOP AND BOTTOM HEADER. 1---.,i,-1-----------"'-" 6-2" X#10 SMS EACH SIDE POST , 3X3 POST NOTCHED FOR BEAM ., 2" X 2" X 1 /8" ANGLE WITH 2" X #10 SMS 2"OC. INTO ROOF AND 3/4" X #14 TEKS INTO BEAM 2"OC. HOST ROOF MEMBERS 2" X 2" X 1/8" .1:i:i:i---------------1 ANGLE WITH 2-3/16' X 3" LAGS INTO TOP PLATE AND 2-3/4" liDocuSigned by : ~~:a:L~~witl X#14EACH SIDE POST RIDGE BEAM ATTACHMENT TO HOST