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533 SEASPRAY AVE ACC18-0068 ACC PERMIT & REV rS�rL./r ACCESSORY PERMIT PERMIT NUMBER •;.�' 'f ";A ACC18-0068 � ,;_ , CITY OF ATLANTIC BEACH ISSUED: 8-00 2018 800 SEMINOLE ROAD '''t :s19'e ATLANTIC BEACH. FL 32233 EXPIRES: 6/25/2019 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. 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. IJOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 533 SEASPRAY AVE ACCESSORY SINGLE OR TWO CONCRETE BLOCK BUILDING $21000.00 FAMILY ACCESSORY ON EXISTING SLAB I TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 1707030312 SEASPRAY COMPANY: ADDRESS: CITY: STATE: ZIP: Bernard Development Inc 1708 Muirfield Dr Green Cove Springs FL 32043 OWNER: I ADDRESS: CITY: STATE: ZIP: COOK CHARLES F III 533 SEASPRAY AVE ATLANTIC BEACH FL 32233-4166 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. rA410 '833. -', , �.<x]$$]a 1,�y �..kYs,1 S 'i.,',vi rxr + .7' DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $160.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $80.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.60 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.40 TOTAL:$246.00 SCANNED Issued Date: 12/27/2018 1 of 2 Date:__1_ l$ __ ,, J.\iyrl' City of Atlantic Beach APPLICATION NUMBER c)S i Building Department (To be assigned by the Building Department.) r 800 Seminole Road �, v0;T3 Atlantic Beach, Florida 32233-5445 G 8 Phone(904)247-5826 • Fax(904) 247-5845 FiD113,9 E-mail: building-dept@coab.us Date routed: Z /it i ( g City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:,, 7j t\ pg,44y Ni(__; Department review required Yes No � l cuil Applicant: � � � j R ( D - E-V Fri—ding ,iI 0111-01"1—:- on Tree Administrator Project: C0Ik-)G2TC- a,..„ C....,, 1 4 ` ITori U rJ 1 ( T r`,v, LR 2 r blic Safety _- U Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: __ APPLICATION STATUS Reviewing Department First Review: Wpproved. ❑Denied. fNot applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: t2.►y6�tg TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ❑Not applicable 1 PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. [Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 '!': , Building Permit Application Updated 10/9/18 w '_., .,�.r' City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY "� Phone: (904)247-5826 Fax: (904)247-5845 Email: Building-Dept@coab.us IS REQUIRED. ED Job Address: 533 SEASPRAY AVE.,Atlantic Beach FL 32233 Permit Number: ' "—Q...6 " 0cG Q Legal Description 35-64 17-2S-29E SEASPRAY LOT 20 BLK 2 RE# 170703-0312 Valuation of Work(Replacement Cost)$21,000.00 Heated/Cooled SF 0 Non-Heated/Cooled 600 • Class of Work: e7New ❑Addition ❑Alteration ❑Repair OMove el Demo ❑Pool OWindow/Door • Use of existing/proposed structure(s): OCommercial OResidential • If an existing structure,is a fire sprinkler system installed?: ®Yes No • Will trees)be removed in association with proposed proiect?Oyes(must submit separate Tree Removal Permit) EINo Describe in detail the type of work to be performed: Remove existing Metal Building and construct a Concrete Block Building on existing slab to plan. Florida Product Approval# __..___.__..._.._..________for multiple products use product approval form Property Owner information Name COOK, CHARLES F III Address 533 SEASPRAY AVE.;Atlantic Beach FL 32233 City Atlantic Beach State FL zip 32233 Phone (904) 728-0117 E-Mail cfdlc3@comcast.net Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) n/a Contractor Information Name of Company Bernard Development, Inc. Qualifying Agent Robert C Bernard Address 1708 MUIRFIELD DR. City Green Cove Springs State FL zin32043 Office Phone (904) 529-5104 Job Site Contact Number (904) 600-1587 State Certification/Registration# CGC1519513 E-Mail RBernard@BDI-Homes.com Architect Name&Phone# Designer-Bernard Development,Inc. (904)529-5104 Engineer's Name&Phone# Martin Engineering, LLC (904)472-1459 Workers Compensation Insurer OR Exempt ca' Expiration Date 02/20/2019 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL_WORK,PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In additiothe requirements of this permit;there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE / RECORDING YOUR NOTICE OF COMMENCEMENT. I .// V—i) /7 (Sig efur t Ow r or Agent) (Signature of Contractor) Signed and swo n to(ora firmed befor is 3 day of Signed and sworn to • affirmed)bef• a me his 1 'day of wee, 07e ab / A /& ,/� ' 3 I.gA, .. .i111111GORE4 "!..4,//._ I AR 4 (Signatu of otary) J�' I, `• Y MY COMMISSION#GG 255331 ''''i. ."'";:. JAMIE D.SMITH •• 0' "` September 5,20?2 _ iNY COMMISSION( ]PersonallyKn/ # E31 letz . Type of Identi 1 a ion: NOTICE OF COMMENCEMENT State of Florida Tax Folio No. 170703-0312 County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 35-64 17-2S-29E SEASPRAY LOT 20 BLK 2 Address of property being improved: 533 SEASPRAY AVE..Atlantic Beach FL 32233 General description of improvements: — Remove existing Metal Building and construct a Concrete Block Building on existing slab to plan. — Owner: COOK,CHARLES F IIIAddress: 533 SEASPRAY AVE..Atlantic Beach FL 32233 Owner's interest in site of the improvement: Fee Simple — Fee Simple Titleholder(if other than owner): — Name: Contractor: Bernard Development,Inc. — Address: 1708 MUIRFIELD DR.,GREEN COVE SPRINGS,FL 32043 Telephone No.: (904)529-5104Fax No: (866)762-7597 Surety(if any) — Address: Amount of Bond$ — Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: _ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER J 9 , • g/� Signe �1 �-*� • / Date: /G / 5/ Before me this / day of ,,t/CL' • in he Co ty of Duval St. - Of Florida,has personally appeared Y.An - Notary Public at Large,State of Florida,Countyrr 31 My commission expires: ? ' ,�, '. µYCOMMISSION#� Personally Known: ���_��roe 1• . -• • • __ Produce ntification: �,�' }L 111V "r�OF!` • 1 BOUNDARY SURVEY '' � \� Wkel orky / 4 ���js'' COAle � {ry 1704% es _ OOVE D . i.,,,,,,,,06.,..,--7.----„,........:33, ' • , -6102-4, '• k f t JC / E. 4v /t.'����`llE kD V J C3:, RISER \ e s•+e a i+ tfr.y. . •. moic. i 1 ,,,,,i.„. tit:0,4.. ,, • .------ Y----r-17 } (lam v w r` ( uJY /'fj'"1'(f r�. c...t t n �t ,, cote r E.►ef;p�`\ it I Tr�` .� R:SfR 1. / �a� Flr /C.l •per .: f. r .fi e - o \t r4' Rib h C. •3 ei ) IT A., if' t"•' ,! Ito, BUILDING 2•S. j. r}�- !'C(. / i1533 5 , C4.f'.-'):p.. 34i. ,' /' ' ., d tk 11.1 b , / • .6;.....) 710 Qa fruit( Y \ _ ('d-s_ 1 r t p ' ov,, , Qom, -. ,,o ,,./.f• 1 :.:;"....C1'17‘,::(-://:47) ii eT,� ` a I Gf6� .. I�Ica►s lt�r C�..�:w,5r _.� - -/ �r10, o�y r;tA , :: ' . e/• 4 , ,r..t°,c � htch. tiLV/I OV S feg -1 , 6, r-e ., 0,)f',{ Ni.r;r' _ 4iiiv. ' elf 04,,, _r -� SURVEY NOTES gt)11 l,Ir,/J, 40 (i" CONGRtlt DRIVE CROSSING ✓v� sc•,�,' C�,tIm &AON,VORTHERLYSIDEOFLOT ,/� t,�� ,lJIss.rikoh, THERE ARE FENCES NEAR THE BOUND 1 r //i/ 0.' E.+C s' 'KC-- Cc,- OF THE PROPERTY / 7 RRL.BUILDING RESTRICTION LINE 94,i 19X/1' •~ w•VI*, ' SURVEYORS t ERITEICAtE TARGET I MARY CRFr TeATTMS prillAullYSI ,[l.mut mu COPCI uPnstAfrATd1 or SURVEYING,TJ . .1./RVEY PPEPARED UVDEA 147DIPf:CTnll• . uar vu n mmaur Ali mrniea1CATTO MtCT lur 1.R 1TB03 s,n,t.:r :IGN MC NA II Atm nrcArra r1[C11RHN C:r . • .t n• .',•.' ,'• ORAwv.5eDf./oDsseosuLANO5elun;.bl1(,,,tiy..ign„I SERVING FLORIDA Kenneth byKcnnclh 0250 H.MILITARYIRA4.3101f 102 —7/� � Osborne 'o WV:TRAM R�Af.H,FL tv07 L/.e;' ,,. �C)sh�rne11.,t...,r,1�t,,,, MOUE(:,, 010V l Irr iR•1ri-sJn'tXl• STA MAIM PHONE(M10)22Ajtp1 I:::vc0; .. . _2.,„...... ._..�.- — '—' sr AIENWUEI'AcSIMII.E @071/41051!, r,E;u1r.1 14.1 ono notIE }' R4 Trt9�'�tt.1)8.� vansITE h11 SRu scneinn[I kI curYCssICNA•sumtvnumvArern.u„ ,�, 11Wti ,. D' 9a Y 9 „ 46? p1' Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL ' 1.Siding 2.Soffits 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17.Other OPage 2 of 4 Updated 10/17/18 <(/.1 Category/Subcategory Manufacturer f Product Description Limitation of Use G State# Local# E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. /�• Page 3 of 4 Updated 10/17/18 Fc 410. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Q��1� !� � h *Contractor Signature: �� / /A *Contractor Name(Print Name): ��! ..,/C � e� g *Company Name: gil/ 7} 77,1eigt•'1. ,,, 7 f .7;1 4 *Mailing Address: /7,,F /71H7/'r+�. D Pili *City: SW,V Cove }-f/QIAtG-, *State: FL. *Zip Code: Z 7 �/ ���—S *Telephone Number: c0/ ��LJ *E-mail Address: 6,20v4-/ZbAQ/ ,(/� ' OP-5S �' Atr. Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 0<<‘/.1 I_� bX0X16 Concrete Bkocl; or ExistirLI Foundation in 25'-& 314"____' Storage Building 535 5easpray Ave. Atlantic, Beach, Fl- 32253: _________________________ ________ _ \ ` \ [ / � \ . . \ -71, | / � �\----------------------\ | . *�_=_. z \ l . \ / | / [ / ! � - T ATTIC TIL I . .00 Total q: arearequired 1.00 Total sq. ft. net free area provided 6-4 ® ' l;; . ` �1�ITiuiifl2� r $ t, -j � s d�f�" , • LL p .00 W Z3 n V 0 �. L.� g �g-g g V -0W c J U" '4 ! c < 6-4 ' l;; g/''�- cm r $ t, -j � s d�f�" , • LL p 6-4 ' l;; g/''�- cm Q)le^y -j -�=--q '4..° . d�f�" , • LL p .00 W Z3 n V 0 �. L.� g �g-g g V -0W c J U" '4 ! c < J z O z O z Lu z u., (D Li V) V) U z <C o' n w J Q V) O 0 U J Z LJ w Z z w z ry I= Q_ z O r Z w V) z O U z w O o_ O Q ry L U -N O0 �QI Oz O z,- z z �O a- a.. z o' Q OV) LLJ O-0 w z� Da w ._, U �4 O w > w ry z O< �U C) Li ::D= Lu U cc r- __j O Z V) Q z0 ooU V)d ra �f � w z U z OU Uu zQ o V-) X n0 0 Q� J Q� c�f Lu w Q �Z Z 0 w �af o' < �z V) Z -Z Lu Q r© U� J L,.J J LLJ z zZ ri� LLJ w w LU Z z - (D _ z W 7 �7 z(/� i= Z O.,� O � z _ �u 0N C GENERAL STRUCTURAL NOTES THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK. DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS; PLANS; AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE; BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS; OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER. CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED UTILITIES. CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2017 EDITION OF THE FLORIDA BUILDING CODE 6TH EDITION, OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE: ASCE7-10, ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION, TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY. FOUNDATIONS: FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL. NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL ENGINEER PRIOR TO DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA BUILDING CODE, 2017 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS THAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS. CONCRETE: REINFORCED CONCRETE_ CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: fc ABS W/C MIN CEMENTSLUMP USE 2,500 PSI 0.5$ 470 Lk3S 5" +/- 1 ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FTG 3,000 PSI 0.58 470 LBS 5;'+/- 1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABS CEMENT SHALL CONFORM TO ASTM 0150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33. A WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES, A HIGH -RANGE WATER -REDUCING ADMIXTURE CONFORMING TO ASTM 0494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8". SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING; OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS. WEATHER RESISTANCE: ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES SHALL CONTAIN A CALCIUM -NITRITE BASED CORROSION -INHIBITING ADMIXTURE. THE DOSAGE FOR CONCRETE EXPOSED TO AIRBORNE CHLORIDES SHALL BE MINIMUM TWO GALLONS PER CUBIC YARD, THE WATER CONTAINED IN THE CORROSION -INHIBITING ADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE. PROVIDE RHEOCRETE GNI BY MASTER BUILDERS OR APPROVED EQUIVALENT. CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THE LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE ALKYL ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL 20, OR_OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SHORING AND RESHORING: SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED SOONER THAN RECOMMENDED BY ACI 3478-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS THAN TEN (10) DAYS. PRECAST CONCRETE LINTELS: UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U° TYPE PRECAST CONCRETE UNITS EQUAL l -O UNITS MANUFACTURED BY CAST ®CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN ACCORDANCE WITH CAST CRETE CORP. "DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADING CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8-1 B FOR OPENINGS LESS THAN 10 FEET AND 8F16-1 B/1T FOR OPENINGS 10 FEET TO 20 FEET, PROVIDE 8" MINIMUM BEARING FOR LINTELS UNLESS NOTED OTHERWISE. WOOD: SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC NATIONAL DESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED GEORGIA PACIFIC (OR EQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULD BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEER OF RECORD IF HEADER/BEAMS SIZE IS NOT SPECIFIED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USP (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS, MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS, BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, OR ASTM F1554, GRADE 36, ANCHOR ADHESIVES SHALL BE EITHER SET (EPDXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSON STRONG -TIE AND INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED ANCHOR HOLES SHALL BE CLEANED OF ALL DEBRIS AND BRUSHED OUT PRIOR TO INSTALLATION OF ANCHOR ADHESIVE. ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED, FASTENER REQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS: ACZA PRESERVATIVE: STANDARD CARBON STEEL. ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED. SODIUM BORATE: ST/:INLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR SILK PLATES OVER CONCR. & VAPOR BARRIER NOT DIRECTLY EXPOSED TO EARTH OR WEATHER) ALL DECKS, GUARDS, RAILS, STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AWG DCA6 PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE, 2017. ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT WATER SHORELINE SHAE_L BE STAINLESS STEEL GRADE 304 OR 316 ALL EXTERIOR WOOD W/,,LLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS, ALL WOOD DESIGN SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2015 & WITH THE FLORIDA BUILDING CODE, 2017. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF " I.S. PRODUCT STANDARD PS -1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP -108 PER 0RMANCE STANDARDS. UNLESS OTHERWISE NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, F THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA R COMMENDATIONS. ALLOW 1/8" SPACING AT PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER, ALL SUB -FLOORING, ROOF, AND SHEARWALL SHEATHING SHALL B : INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. STAGG mR ENDS OF ADJACENT PANELS 4'-0". ROOF SHEATHING SHALL BE BLOCKED, TONGUE -AND -GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 10d AILS SPACED 4" ON CENTER ALONG THE PANEL EDGES AND AT 6" ON CENTER ALONG INTERMEDIATE SUPPORTS, NLESS NOTED OTHERWISE. SUB -FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS IN sICATED ON DRAWINGS, ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 8d NAILS SPACED 4" ON ,ENTER ALONG THE PANEL EDGES AND AT 8" ON CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHE 'WISE. PREFABRICATED WOOD T USSES: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCEITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CO TRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, )IMENSIONS, ETC. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN HOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW. DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI "DESIGN S 'ECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES", LATEST EDITION. ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLE TRUSS DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON TH PROJECTS DESIGN LOADS AND THE MINIMUM LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING CODE, 2017 RESIDENTIAL. ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS 1ANUFACTURER AND MADE USING TRUSS HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE AND ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WE3 MEMBER FOR EACH TRUSS, COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIO AL ITEMS INCLUDING AIR HANDLER LOCATIONS, MECHANICAL ROOMS AND DUCT SPACE AND ROUTING. BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMA ENT TRUSS BRACING. IF NO BRACING INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING S ALL BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. LATERAL BRACING SHALL BE NAILED TO EACH TRUSS WITH A MIN. OF (2) 16d NAILS INCLUDING INTERMEDIATE TRUSSES. SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICA (IONS FOR BRACING. REINFORCING STEE REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, F R DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTE REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, REINFORCING STEEL SHALL BE SECURE' Y TIED IN PLACE WITH #16 ANNEALED IRON WIRE. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO AGI DETAI .ING MANUAL SP -66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH OT_DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET -STICKING" OF REINFORCING IS PROHIBITED. REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS TOTED OTHERWISE): FOOTINGS 3" BOTTOM AND SIDES, 2" TOP SLABS 3/4" COLUMNS 1-1/2" TO TIES, 2" TOP BEAMS 1-1/2" TO STIRRUPS WALLS 1-112" LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CON RETE MEMBERS IN ACCORDANCE WITH ACI 318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES, DON T SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN SUPPORTS, SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCAATIONS AND METHODS SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARSVI ALL FOUR SIDES AND DIAGONALLY; EXTEND THESE BARS A LAP DISTANCE ORA MINIMUM OF 24" PAST THE OPE NG OR HOOK BARS IF DISCONTINUOUS. DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING UNLESS OTHERWISE SHOWN. MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C90, TYPE 2, ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM ;270. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM 0476. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFIC ENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENT 3. GROUT SHALL HAVE A MAX. COURSE AGGR. SIZE OF -" & SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. AL_ CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR ALLOWED IS 5'-0" UNLESS CLEAN-OUT OPENING IS PROVIDED AT B TTOM OF CELLS TO BE FILLED, LOCATE CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN 0 JT OPENINGS SHALL HAVE A MIN, OPENING DIMENSION OF 3 INCHES. UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL CONSTRUCTION WITH #5 AT 48 INCH O.C. IN GROUT FILLED CELLS. �DD (1) #5 REINFORCING BAR EACH SIDE OF OPENINGS EXCEEDING 3 FEET. PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS; AND -ACH SIDE OF OPENINGS. PROVIDE (2) REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE, ND AS SHOWN ON THE PLANS. PROVIDE HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/O BELOW TO PROVIDE CONTINUITY. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT R BELOW (DUR-O-WAL OR ENGINEER -APPROVED EQUAL) AT 16" O.C. DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL R INFORCING, DO NOT RUN CONDUITS, PIPES, ETC.; HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WAL' . WHERE MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALL >, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAI . ANCHORS. OTHERWISE, EXTEND CMU HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN. CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONR)' CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT_ REQUIREMENTS AT CONTROL JOINTS. USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS, SHEET METAL, FELT, BUILDING PAPER, OR LIKE MATERIALS ARE PROHIBITED. ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW CU APPLICATIONS FOR STRUCTURAL ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBOIAC58. ICBO AND/OR SBCCI CODE COMPLIANCE IS REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCEtND/OR FLORIDA BUILDING CODE COMPLIANCE ARE REQUIRED IN FLORIDA. ANCHORING SYSTEM SHALL INCLUDE HE ADHESIVE, MESH SCREEN (OR UMBRELLA), ANCHOR (OR INSERT) AND WASHER/NUT FOR PROPER ANCHORING ACCEPTED PRODUCTS ARE ITW RED HEAD ACRYLIC 7, GRANITE 5 OR ENGINEER APPROVED SUBSTITUTION. ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALLA�_IONS IN DAMP OR WATER -FILLED HOLES). ADHESIVE SHALL HAVE A FULL -CURE LOAD OF 2 HOURS OR LESS Af 70°F OR SAFETY ISSUES. MESH SCREENS SHALL BE FORMED INTO A CYLINDRICAL SHAPE WI rH ONE END CLOSED. ALTERNATELY, UMBRELLA SUPPLIED BY ITW RED HEAD MAY BE USED IN APPROPRIATE APPLICATIONS. THREADED STUDS SHALL CONFORM TO ASTM A36 (STANDARD CARBON STEEL) UNLESS NOT D OTHERWISE. PERMANENTLY EXPOSED STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS SHALL C )NFORM TO THE SAME SPECIFICATION AS THE SUPPLIED STUD. INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER' ' PRINTED LITERATURE. INSTALLATION SHALL ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH COMPRESSED AIR AS INSTRUCTED. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. EMBEDMENT SHALL BE AS INDICATED ON THE STRUCTURAL DRAWINGS. DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2017 FLORIDA BUILDING CODE 6TH EDITION. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2017 FBC: ROOF: CEILING FLOOR: DECK: WALLS: LIVE LOAD 20 PSF 10 PSF 40 PSF 50 PSF PER WIND CHART DEAD LOAD 10 PSF 5 PSF 15 PSF 15 PSF ASCE7-10 TBLE. C3-1 I L/240 - L/180 L/240 - L/180 L/360 - L/240 L/360 - L/240 L/240 - BRITTLE L180 - FLEXIBLE ULTIMATE WIND SPEED 130 MPH PER ASCE 7-10 NOMINAL WIND SPEED: 101MPH PER FBC R301.2.1.3 EXPOSURE C PER ASCE 7-10 IMPORTANCE FACTOR 1.0 CATEGORY it INTERNAL PRESSURE COEFF +/-0.18 ENCLOSED (PROTECTED OPENINGS) COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE. WIND BORNE DEBRIS REGION NO a a Ti v _Tia Tia QI WIND PRESSURES ON WALLS & ROOFS 3 EFFECTIVE AREA OF OPENING/ROOF ZONE BM ROOF ZONES' B/T EXTERIOR WALLS' INTERIOR ZONE 1 EDGE ZONE 2 CORNER ZONE 3 INTERIOR ZONE 4 END ZONE 5 0 to 10 24.5 -38.9 24.5 -67.8 24.5 -100.2 42.6 -46.2 42.6 -57.0 10.1 to 20 22.4 -37.8 22.4 -62.4 22.4 -93.8 40.6 -44.2 40.6 -53.2 20.1 to 50 19.5 -36.4 19.5 -55.2 19.5 -85.1 38.1 -41.7 38.1 -48.0 50.1 to 100 17.4 -35.3 17.4 -49.8 17.4 -73.1 36.3 -39.8 36.3 -44.2 100.1 to 500 - - - - - - 31.8 -35.3 31.8 -35.3 1. WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH BETWEEN 2112 & 6/12 (VERT./HORIZ.). IF THE STRUCTURE IS OUTSIDE THESE PARAMETER PLEASE CONTACT THE ENGINEER. 2, THE EFFECTIVE AREA IS EQUAL TO THE LENGTH * WIDTH OF THE PROPOSED OPENING OR SPAN. THE WIDTH SHALL BE PERMITTED TO BE NOT LESS THAN 1 OF THE SPAN LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER THAN THE TRIBUTARY AREA B/T FASTENERS. 3, ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) & ARE CONSIDERED ULTIMATE VALUES. MULTIPLY VALUES BY 0.6 FOR NOMINAL PRESSURES PER FBC R301.2.1.6 a �a a IU ------------- - ____________ 1 GABLE ROOFS a ABBREVIATIONS BM BEAM B/T BETWEEN CONN. CONT. CONNECTION CONTINUOUS CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT DL DEAD LOAD EOR ENGINEER OF RECORD EXT. EXTERIOR FBC FLORIDA BUILDING CODE (2017, 6TH EDITION) FFE FINISHED FLOOR ELEVATION FTG FOOTING FPA FLORIDA PRODUCT APPROVAL INT. INTERIOR LG LENGTH LL LIVE LOAD LVL LAMINATED VENEER LUMBER (2.OE, 1 1" WIDE MIN. U.N.O.) MAX. MAXIMUM MIN, MINIMUM OR "OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION O.C. ON CENTER SPACING OPT OPTIONAL OSB ORIENTED STAND BOARD (APA RATED MIN.) PCF POUNDS PER SQUARE FEET PLYW. PLYWOOD (APA RATED MIN.) PSF POUNDS PER SQUARE FEET PSI POUNDS PER SQUARE INCH SS STAINLESS STEEL STAGG. STAGGERED SPF SPRUCE -PINE -FIR SYP SOUTHERN YELLOW PINE (No. 2 MIN.) SW SHEAR WALL T/G TOGETHER T&G TONGUE AND GROOVE TYP TYPICAL U.N.O. UNLESS OTHERWISE NOTED W/ WITH w/o WITHOUT W W.M/F WELDED WIRE MESH OR FABRIC S-1 STRUCTURAL NOTES & SPECIFICATIONS S-2 STRUCTURAL PLANS & DETAILS SYMBOLLEGEND e` VIEW DIRECTION 00 DETAIL/SECTION NUMBER WALL SECTION 1 -%0 Lei S ria, t\1 LOCATION OF 0 SECTION CUT uj c� SHEET No. WHERE SECTION IS LOCATED. DETAIL/SECTION NUMBER ELEVATION 1 S-1 VIEW DIRECTION SHEET No. WHERE SECTION IS LOCATED. DETAIL DETAIL/SECTION NUMBER 1 LLi S-1 SHEET No. WHERE C),% SECTION IS LOCATED. CALL 0j1T [A CUT/ MAT LINE L.L.. ELEVATIO ATUM SLAB STEP X (INCH ) 0 P. ?0, H o.. 04 V V1 Lu I r z • U e` ...� 00 WIN -%0 Lei . sn ria, t\1 Z N 0 uj c� rn V V LLi Cie® ® C),% .j L.L.. - a ® q% PROJECT #: 18-403 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 12/7/18 REVISION -1: REVISION -2: KEVIN C. MARTIN, PE #80359 SHEET S-1 F- U w cef0 r u_ w _Z �h 0 V) O z Li- z z 0 z O {n z w C) z Lu O w V) 7) vi U z Q c� w Q U V) O D U z w Lu Z Z w Z O u.. z w U} z O U w 0 O n! uj �- u- cn ry CO 00 c�- <C LL-oZ >- 0 z �-- QFD z �0 iv U C) - D: Q 0< Lij -,z 00 Lij z � oa w J U o� ocl� L,Lij> L, Cz0 w z 0 <C LuU cn w w U m� OZ J <0 �U va Q CL re CL w z UO z U 0 ULi� zQ 02 (,-) X 00 ®�� <t � �n <w rV D:' ur w O r-- Q� �z z0 w w o' Q 'S v> vi z Z 0 w ®L U� LLJ Z z E w LU w w Iz V z Lu z� F z ce QO �z r w 32 -CN 0, 1'-0" (MIN.) 0 N 30'-0" EXISTING SLABS & FOOTINGS: 4" DEEP POURED CONC, SLAB W/ 6X6, #10/10 W.W.W. OR FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL. FTG'S TO BE MIN. 12" WIDE, 12" BELOW FINISHED GRADE, & (2) #5 BARS CONTIN. (FIELD VERIFY OR VERIFY FROM PREVIOUS CITY INSPECTIONS 0'-0" FIN, FLR. ELEV. (ASSUMED DATUM) SCALE: 1/4" = V-0" 2 -PLY CEILING JOIST 2x10 No. 2 SYP RIDGE BOARD ROOF PITCH PER ARCH. PLANS -s" RATED OSB/PLYWOOD MIN. SEE SHEATHIN- LEGEND ON FRAMING PLAN FOR DETAIL (1) H3 SIMPSON HURRICANE TIES AT EAC RAFTER/JOISTS, U.N.I FASTEN FASCIA w/ (2) 16D NAILS T EACH RAFTER, TY 2x8 No. 2 SYP P.T. SILL PLATE; FASTEN TO BOND BEAM w/ "' ANCHORS AT 48" O.C. w/ MIN 6" EMBEDMENT, PLACE ANCHOR WITHIN 3" OF EACH SIDE OF PLATE SPLICE,TYP. 1 COURSE CONTINUOUS BOND BEAM WITH (1) #5 (BB -1). 8"x8"x16" CMU WALL wl #5 VERTICAL REINFORCEMENT, INSTALL 9 GA. HORIZ. JOINT REINF. PER NOTES. SEE FRAMING PLAN FOR REINF. SPECS. LAP VERTICAL REINFORCEMENT 48 BAR DIA. (30" MIN.). DRILL & EPDXY VERTICAL WALL REINFORCEMENT INTO EXIST. FTG. w/ 9" MIN. EMBEDMENT INTO FOOTING. EXIST. FOOTING TO REMAIN, MIN. 12" WIDE 12" BELOW FINISHED GRADE & (2) # 5 BAR; CONTINUOUS. (FIELD VERIFY OR VERIFY FROM PREVIOUS INSPECTIONS) OPENING SIZE V, 4` • a® BB -1 zPRO"POSEru"' FRAMING PLAN S-2 SCALE: 1/4" = 1'-0" A. 117 4. �F - ------ ---- E, 2x6 No. 2 SYP ROOF RAFTERS AT 24" 2 -PLY CEILING y:41 O.C., TYP JOIST <' (2) 2x10 No. 2 SYP OR (1) 1.75"x7.25" 2.0E LVL HIP BEAMS, TYP. 4 S-2 2x6 No. 2 SYP 2x10 No. 2 SYP COLLAR TIES AT 24°" CEILING JOISTS AT L (2) 1.75"°x9.25" 2.0E LVL O.C., TYP 24" O.C., TYP FOR HIP BEAM SUPPORT PROPOSED ROOF FRAMING PLA SCALE: 1/4" = 1'-0" NEW ROOF RAFTERS & CEILING JOISTS, SEE ROOF FRAMING PLAN & NOTES FOR SPECS _ 8 ' PLATE HT. JL 111, GYP. BOARD K4 P.T. FIRESTOP YP. BOARD ON 1X2 P.T. FURRING 6" O.C. W/ R-5 PAPER BACK FOIL JLATION. IST. 4" REIN. CONCRETE SLAB U-0" FIN. FLR. 1 TYPICAL CMU SECTION Scale. 1/2 - NEW BOND BEAM W/ (1) No. 5 BAR CONTINUOUS EXTEND VERTICAL BARS ADJACENT TO OPENING INTO BOND BEAM w/ 9" BEND MIN.,TYP. INSTALL NEW CASTE -CRETE LINTEL AT HEIGHT NEEDED. SEE FRAMING PLAN FOR LINTEL SIZES. INSTALL 1X No. 2 PT WINDOW BUCK ALL SIDES. FASTEN TO CMU W/ 4" X 3" TAPCONS @ 8" O.C. STAGGERED, FLASHING BY OTHERS. FILL CELLS ADJACENT TO OPENINGS W/ 3000 PSI CONCRETE & (1) VERTICAL #5 BAR FROM EXIST. FTG. TO BOND BEAM, TYP. VERTICAL REINFORCEMENT 48 BAR DIA. LAPS (MIN. 30"). DRILL & EPDXY BARS INTO EXIST. FTG. w/ MIN. 9" EMBED.,TYP. - EXIST. MONOLITHIC FOUNDATION,TYP. 2 NEW CMU OPENING Scale: 1/2" = V-0" ROOF RAFTERS, SEE FRAMING PLAN FOR SIZE & LOCATION COLLAR TIES, SEE FRAMING PLAN FOR SIZE, LOCATION, AND FASTENING,TYP. IN. -L" OSB/PLW. ROOF SHEATHING. FA 'TEN PER FRAMING PLAN & NOTES, TYP. 'EILING JOISTS, SEE FRAMING - - PLAN FOR SIZE & LOCATION. FASTEN TO ROOF RAFTERS PER BELOW TABLE,TYP UPLIFT CONNECTOR bPER ROOF FRAMING LAN AND NOTES, TYP. ,14 ROOF SPAN - - CMU HORIZONTAL REINFORCING PER PLANS i (1) #5 CORNER BAR Q i W/30" LAP SPLICE EA WAY z' C o BOND BEAM PER PLAN % �- ..................... - 30" MIN. LAP 3 BOND BEAM CORNER Scale: 3/4" = V-0" RIDGE BOARD. SEE FRAMING PLAN FOR SIZE AND LOCATION, TYP, RIDGE TO RAFTER CONNECTORS PER FRAMING PLAN & NOTES, TYP. CEILING JOIST TO RAFTERS NAILING REQ. ROOF SLOPE W RAFTER SPACING REQ. 16d NAILS AT RAFTER/CEILING JOIST HEEL CONNECTION ROOF SPAN ft. <12' 12' TO 24' 24.1' TO 36' 3/12 12" O.C. 3 5 8 16" O.C. 4 7 10 NAIL 24" O.C. 5 10 15 4/12 12" O.C. 3 4 6 16" O.C. 3 5 8 8d R.S. 24" O.C. 4 8 11 5/12 12" O.C. 3 3 5 16" O.C. 3 4 6 24" O.C. 3 6 9 > 5/12 USE 5/12 ROOF PITCH NAILING REQ TYPICAL CONVENTIONAL ROOF FRAMING SCALE: 1/2" = V-0" I STRUCTURAL SHEATHING LEGEND 1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 7/16" = .437" THICKNESS - 24/16 SPAN RATING 15/32" =.469" THICKNESS - 32/16 SPAN RATING 19/32" =.594" THICKNESS - 40/20 SPAN RATING ri 23/32" =.719" THICKNESS - 48/24 SPAN RATING • 3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION b PERPENDICULAR TO THE ROOF SUPPORTS. 4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL. 5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O. 6, 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. FASTENER LEGEND <L - NAI L DIAMETER ZONE 1 ZONE 2 ZONE 3 TYPE SHEATHING 0.113" 2,9 10d x 1 2" NAIL EDGE/FIELD NAIL EDGE/FIELD NAIL EDGE/FIELD 0.120" 2 $" SHINGLE/ 7/16" 8d R.S. 6712" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. MEMB. OSB/PLY METAL 15/32" 8d R.S. 6"/12" O.C. 8d R.S. 6"/12" O.C. 8d R.S. 6"/6" o.c. (ROOF) OSB/PLY TILE 19/32" PLY 10d 6"/12" o.c. 8d R.S.o.c. 8d R.S. 6" o.c. (ROOF) R.S. FLOOR 23/32" T&G 10d OR GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c. OSB/PLY 8d R.S. PORCH 3/8" 8d EDGES: 3" o.c; FIELD: 6" o.c. CEILINGS OSB/PLY 7/16"(MIN.) WALLS OSB/PLY SEE SHEAR WALL LEDGED 1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 7/16" = .437" THICKNESS - 24/16 SPAN RATING 15/32" =.469" THICKNESS - 32/16 SPAN RATING 19/32" =.594" THICKNESS - 40/20 SPAN RATING ri 23/32" =.719" THICKNESS - 48/24 SPAN RATING • 3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION b PERPENDICULAR TO THE ROOF SUPPORTS. 4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL. 5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O. 6, 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. FASTENER LEGEND <L - NAI L DIAMETER LENGTH 8d COMMON 0.131" 2 2" 8d RINGSHANK 0.113" 2,9 10d x 1 2" 0.148" 1' 10d COMMON 0.148" 3" 10d RINGSHANK 0.120" 2 $" 12d COMMON 0.148" 3 4' 16d COMMON 0.162" 31 W W > .. 1. ALL NAILS SHALL BE COMMON NAILS Q UNLESS OTHERWISE NOTED ON THE PLANS. 10 2. INSTALL 10d NAILS IF NOT OTHERWISE NOTED ON THE PLANS. 06 0 < < 3. INSTALL THE APPROPRIATE FASTENERS FOR PRESSURE Z TREATED LUMBER. SEE NOTES ON LJL SHEET S-1. < WU. ULJ > m FRAMING LEGEND ui < U 8" CMU BEARING WALL W/ #5 @ 48" O.C. MAX AND AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. STRUCTURAL LINTELS OR HEADERS AS SPECIFIED ON PLANS. ROOF RAFTERS - - - - - CEILING JOISTS Z LO < V COLLAR TIES ui = FILLED w/ GROUT / U= UNFILLED UANTITY OF #5 ADDED REBAR AT BOT. OF U -LINTEL CAVITY FOR GRAVITY LOAD [ .� co 8F16 - 1 B/1T QUANTITY OF #5 ADDED REBAR NOMINAL WIDTH AT TOP OF ® N NOMINAL HEIGHT U -LINTEL CAVITY FOR UPLIFT ^ N LOAD ti t O BEAM/LINTEL CROSS SECTIONS ujI I„' N (1)#5 (1)#5 ® -j � _ LINTEL r 1 •--• `.J _.. ------------------------- 0 z BB -1 8F8-1 B Lu ne 0 0 CONCRETE/CMU BEAM SCHEDULE Z am pm E-' SIZE REINFORCING Q u MARK STIRRUP SPACING TOP ELEV. E'°' "< WxD TOP MID BOT BB -1 8" x 8" - - (1) #5 N/A SEE ARCH. ® �i Ln s■ NOTES: ■ ■ ■ ■ 1. CONTRACTOR TO VERIFY ALL BEAM ELEVATIONS W/ ARCHITECTURAL PLANS. 2. REINFORCEMENT SHALL BE CONTINUOUS WITH 48 BAR DIAMETER LAPS. 3. USE (2) #5 X60" CORER BARS AT 30" EACH WAY FOR ALL CORNERS. 4. ALL BOTTOM REINFORCEMENT SHALL EXTEND A MINIMUM OF 8" INTO SUPPORTS. 5. PROVIDE 8F8-1 B PRECAST LINTEL BY CAST -CRETE (OR APPROVED EQUIVALENT) PROJECT #: 18-403 ABOVE MASONRY OPENINGS U.N.O. 6. BB -1 TO BE INSTALLED AT THE TOP OF ALL MASONRY WALLS U.N.O. ON PLANS DESIGNED: KCM ROOF FRAMING NOTES DRAWN: KCM 1. ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN YELLOW PINE (SYP). 2. ALL RAFTER, JOISTS, BEAMS, AND OTHER FRAMING MEMBER SIZES ARE NOTED ON SCALE: AS NOTED THE PLANS. 3. FASTEN ROOF RAFTERS/CEILING JOISTS TO TOP PLATES OR W/ (1) SIMPSON H3 ISSUED: 12/7/18 CLIPS. FASTEN HIP BEAMS TO TOP PLATE w/ (2) H3 CLIPS, 4. FASTEN ROOF RAFTERS TO RIDGE/HIP BEAMS AND "SLEEPERS" W/ SIMPSON A35 REVISION -1: CLIPS, (12) 8D X1.5" NAILS, U.N.O. 5. FASTEN CEILING JOISTS TO ROOF RAFTERS TOP PLATE INTERSECTION PER TYPICAL CONVENTIONAL ROOF FRAMING DETAIL. REVISION -2: 6. FASTEN COLLAR TIES TO ROOF RAFTERS w/ (8) 16d NAILS, EACH SIDE. COLLAR TIE SHALL NOT TO BE FASTENED HIGHER THAN 2/3 OVERALL ROOF RAFTER HEIGHT. 7. FASTEN HIPS TO RIDGE BOARD W/ SIMPSON A35 CLIPS W/ (12) 8D X1.5" NAILS. 8. FASTEN CEILING JOISTS TO OTHER INTERSECTING C 91STS W/ (6) 16d TOE -NAILS, U.N.O. �//ft 9. ALL CEILING JOISTS LAP LOCATIONS SHALL FULLY BEAR OVER, IOR BEARING WALL OR SUPPORT, TYP. s MULTI -PLY CEILING JOISTS FOR RIDGE/HIP BEAM SUPPORT. FASTEN TOGETHER KEVIN C. MARTIN, PE #8035 W/ (2) ROWS OF 10D NAILS @ 12" O.C. FASTEN PER DETAILS & USE (2) H4 CLIPS FROM JOIST TO SILL PLATE. SHEET 4X4 POST FOR RIDGE/HIP SUPPORT. FASTEN POST TO RIDGE/HIP BEAMS AND BELOW CEILING JOIST W/ (2) CST16 STRAPS EACH S-2 SIDE AND EACH END.