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1270 Ocean Blvd RES20-0018 Kitchen Reno • rs'=''''% RESIDENTIAL PERMIT PERMIT NUMBER 'fr` '�: RES20-0018 j\�~ CITY OF ATLANTIC BEACH ISSUED: 2/5/2020 800 SEMINOLE ROAD ,%.0111'" ATLANTIC BEACH. FL 32233 EXPIRES: 8/3/2020 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1270 OCEAN BLVD RESIDENTIAL ALTERATION KITCHEN RENO, 3 WINDOWS $45000.00 RESIDENTIAL & 3 DOORS TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: I NUMBER: GROUP: 171823 0000 MANDALAY COMPANY: ADDRESS: CITY: STATE: ZIP: Eastern Shores 1015 Atlantic Boulevard #240 Atlantic Beach FL 32233 Construction OWNER: I ADDRESS: 1 CITY: STATE: ZIP: STONE MITCHELL A 1270 OCEAN BLVD ATLANTIC BEACH FL 32233-5742 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. ' FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $280.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $140.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.05 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.70 Issued Date: 2/5/2020 1 of 2 RESIDENTIAL PERMIT PERMIT NUMBER /* H, RES20-0018 �i CITY OF ATLANTIC BEACH ISSUED: 2/5/2020 800 SEMINOLE ROAD F x'31>r ATLANTIC BEACH. FL 32233 EXPIRES: 8/3/2020 ITOTAL: $481.75 Issued Date: 2/5/2020 2 of 2 Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. I8Job Address: 1270 Ocean Blvd. Permit Number: I� -�� Legal Description ti\A.A2 (`� 91.,S(�- Liu c 5 31.r "rc .-o 4 c RE# ti t $Z,3 0 0 0 Valuation of Work(Replacement Cost)$45,000 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition izlAlteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial IV1Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes V1No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: Renovate kitchen and laudnry. Cahnge out 3 doors and 3 windows. New interior finsihes. 1,A1 '(,'� 0,/1 f.tv-• ft e r A e-uv iTi , .; . i } V'•L•w v n M (J S' /h�I . tC Florida Product Approval# for multiple products use product approval form Property Owner Informs • Name I jY LQ y � f111L Address Z 70 0 eari t"/tr/'� ' City ,VvUctiC ( e,410,-) State Zip Z Phone ligal�e E-Mail d�Zry15t il-k/5 T��2 U` Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Eastern Shores Construction,Inc. Qualifying Agent Robert Leinenweber Address 1015 Atlantic Blvd.Suite 240 City Atlantic Beach State Fl. Zip 32233 Office Phone 904-545-7878 Job Site Contact Number 904-545-7878 State Certification/Registration# CBC05833 E-Mail leine@bellsouth.net Architect Name&Phone# N/A Engineer's Name& Phone# N/A Workers Compensation Insurer OR Exempt V Expiration Date 3/20/21 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 addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT. , H YOUR LENDE • OR A ATTORNEY BEFORE RECORDING ierw.. TICL='OFCs / .Eel ENT. M. (Si:-. . - . • nee or Agent) (Signature of Contractor) Signed and sworn to(or affirmed b•fore me this b.) a y of Signed and sworn to(or affirmed) before me this)M day of jan ,n9o013 , by Mt1.i \ A. ' -JOln} , 17 Rio bt:-{ Lein fir: X i1PP 1-3 Y.4 ��G2 /l/L_4?'� 1�rY Pie:. OSEMARY A) MARRERO ;.yp.• `! ;•.' Notary Public State of Florida fa •., MY COMMISSION#GG 199544 Commission x GG 219304 Known OR "'' e RA/Personally : � �o EXPIRES:April 13,2022 f�}^ersonally Known OR ''`"oF�.°.` My Comm.Expires Feb 27,2023 [ ]Produced Identification '°`' Bonded ThruNotary PublicUrde+wrfels] roduced Identification Bonded through National Notary Assn. Type of Identification: •.- of Identification: Pr'iS �� - o/ p NOTICE OF COM1 -00/ENCEMENT State of Tax Folio No. County of 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 NOTI E OF O,JVIMENCEMENT. Legal Description of property being improved: P,^ct'4. `A Z.. t1_ l + S 31 3 '�1 1;3 Address of property being improved: 1270 Ocean Blvd,Atlantic Beach, Florida. 32233 General description of improvements: Renovate kitchen and laundry. Owner: A/ /--0 ell 1. `-111151- ' Address: (Z 7O L!��'�h 6 I lrck — Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: Eastern Shores Construction, Inc. t,j- Address: 1015 Atlantic Blvd. Suite 240. Atlantic Beach, Fl. 32233 Telephone No.: 904-545-7878 Fax No: 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 )oc#2020015700, OR BK 19076 Page 1563, Signed. lIliri gate lumber Pages: 1 $efore me this I day of TaAin the Countf Duval,State tecorded 01/21/2020 10:44 AM, Of Florida,has personally appeared IAATCL Shrt_Ara ChM ONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of Florida,County of Duval. :OUNTY My commission expi 'ECORDING $10.00 Personally Known: ��c`� : dA1tE P.O'QUINN or Produced Identifica Ti \•2 MY COMMISSION#C+(i 189544 EMPIRES:Apnt 13,21)22 TPfoNotary Pubk UnderwTfters 1270 Ocean Boulevard Kitchen/Laundry Renovation Project. Scope of work: Kitchen and laundry room stay in same location. New kitchen cabinetry. New kitchen appliances. New laundry room cabinetry. New washer and dryer. Installing a new entry door. Changing a window to an exterior door and changing out three existing windows. New nickel board on the stair well walls, stain well ceiling as well as kitchen ceiling. New hardwood flooring throughout the downstairs. Single Family Dwelling. Occupancy Category II Residential. Energy Forms. Mechanical remains the me. Robert Leinenweber 904-545-7878 Eastern Shores Construction, Inc. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC REACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:174_DATE: OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 171 QLe t- " Permit#: gE5Q. Q "001 *Owner/Project Name: 5- t J , As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS . ft-k v i. 1.Swinging ANk J"VI ' lkt,v,; 4 "out- p,i‘ `--^ 2.Sliding it/ 3.Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung 2. Horizontal slider 3. Casement _ i,rvov. v-+ (6Ie,'1 A_ l 1 1(,v/ 4. Double hung 5. Fixed tAW, V) c: xJI-1 VOA 6.Awning �' �'� it 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12.Other Page 1014 Updated 10/17/18 OFFICE COPY 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. *Contractor Name (Print Name): `"`+ k �°�^"W LA * ) Contractor Signature: *Company Name: 4j�.?"•C�� r Lr" W l'");‘1-"I"41-' C. *Mailing Address: \ KM6.41t, k u/ *City: *State: *Zip Code: -V/./L 3 .j *Telephone Number: 00,1 •C`I rb *E-mail Address: �►ne velA .. {v,4 Cell Phone Number: PSV/1 4Z--, Fax Number: �1 Page 4 of 4 Updated 10/17/18 City of Atlantic Beach APPLICATION NUMBER ;,,,;\ Building Department (To be assigned by the Building Department.) 800 Seminole Road I�1 Z� — 0 1t, ....... .. 8 e Atlantic Beach, Florida 32233-5445 lJ Phone(904)247-5826 Fax(904)247-5845 Hi> ' E-mail: building-dept@coab.us Date routed: 1 /a ( © City web-site: http://www.coab.us 111 APPLICATION REVIEW AND TRACKING FORM Property Address: I Z.70 0Cc— N (,y[QDepartment review required Ytes/No Building_:,) V Applicant: l____AST j`.) S(.--�QcE.s a), . 9 &Zoning 1 Tree Administrator Project: Kt TO 6( e_-,,L) Elorvo n F.C_ Public Works / Public Utilities '3 vV ti DDQ.-JS 3 ?0025 Public Safety 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: Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: in Date: I-42.7-420 TREE ADMIN. Second Review: Approved as revised. Den d. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: 'IM l rj---- Date: 1/ /?C) FIRE SERVICES Third Review: Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0511912017 �.t „$yL�J r " CITY OF ATLANTIC BEACH ` ) "' ` ` `'' `� 800 SEMINOLE ROAD T.4)17 :C ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 1/27/2020 Permit#: RES20-0018 Site Address: 1270 OCEAN BLVD Review Status: Denied RE#: 171823 0000 Applicant: Eastern Shores Construction Property Owner: STONE MITCHELL A Email: leine@bellsouth.net Email: CHRISTINESTONE@LIVE.COM Phone: 9045457878 Phone: 9045369306 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correctio -omments: 1. mit 2 copies of a cover sheet for your project. A pdf will be attached with some basic guidelines. Not all items will apply for every permit application. A cover sheet is expected with most permits. . Please submit more of a narrative description as to the scope of work for the kitchen, laundry remodel. If floor plan changes submit existing and proposed drawings, 2 copies. If configuration of rooms changes select a method of construction compliance/alteration level and place this information on the cover page. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us e /2 it/ Lo yir.E3'i 1s 1-27-7-0 frIfi Resubmittal Notes: All revisions and changes shall dearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. OFFICE C'L- f . Revision Request/Correction to Comments **ALL INFORMATION r �'"" �,,, HIGHLIGHTED IN •. '' City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 \ . R 20--QO( E �� '' '"� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1\Es ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: t I2 t/2-v Project Address: V-1.1 U l6 .. n 3LIL Contractor/Contact Name: ad Q/`1- l S1� v\)_/-W -,--^ ( ) �- ' y IN),e,-, C.^Iv"LA-- Co n t a ct '--Contact Phone: SI c— - Email: t e). '^i....A w VV..-- Description 2Description of Proposed Revision/Corrections: 1 ` c 12 4/1— t![%,,,,a—,,,,Ni U'-�-- affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will opos-4Z1}.n/corrections add additional square footage to original submittal? No KIM'additional s.f.to be added: ) • Will °sed revision/corrections add additional inc ase in building value to original submittal? L f o 2*Yes (additional increase in building v e: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) pproved ❑ Denied ❑ Not Applicable to Department Permit Fee ue$ a D Revision/Plan Review Comments Department Review Required: C Building `Pfnning&Zoning Reviewed By Tree Administrator Public Works Public Utilities €/3/.2 O Public Safety Date Fire Services Updated 10/17/18 45.1 ,,, Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN I " 1` City of Atlantic Beach Building Department GRAY IS REQUIRED. 5i 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RESZ©" 00 Revision to Issued Permit OR Corrections to Comments Date: 2- 2-''1/w Project Address: 11-1-e 0 G(--A-`A ,) ( s Z- l Contractor/Contact Name: C2�)y-cd, S k r vl lam.,%1--(-1'`e.,--' Contact Phone: CO - S`t 5--sq/7 Email: k.e. '\ a- e-`) { C °J'�L h Q` Description of Proposed Revision/Corrections: --t--5.t"1--• & (r-=.. Z b w•.z ..: .4.‘el c\i/\ 2,,.x;1 4.,t„, . O . ( aS ( . O I '1.1,v4 xi', ( " ""v"^"------ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Willpegosed revision/corrections add additional square footage to original submittal? LILNo E Yes (additional s.f.to be added: ) • Will osed revision/corrections add additional incr ase in building value to original submitdl? No ❑*Yes (additional increase in building val e: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ( " Approved L Denied I Not Applicable to Department Permit Fee Due$ O.©d Revision/Plan Review Comments Ca n baC. 1L 40i Z`c '^ " Plot/IS/0y\ I dp c_1.,r✓-,0 4,-)5' .rd 12 3 d b S i ) _ g pal -Ppg.. D ment Review Required: `Ruildi nning&Zoning Reviewed By Tree Administrator Public Works / Public Utilities 3< Z( 20 Public Safety Date Fire Services Updated 10/17/18 DESIGN SPECIFICATIONS: DESIGN CODE: 2017 FLORIDA BUILDING TO CODE (FBC) RESIDENTIAL WITH LATEST SUPPLEMENTS WATERPROOFING: NAILING WIND PRESSURES (PSF) GENERAL NOTES: SIZE ROOF OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS) ITI SHOULD BE NOTED THAT THE EOR IS NOT A WATER INTRUSION EXPERT". THE FLASHING AND WATER INTRUSION CONSTRUCTION: TYPE V, UNPROTECTED 10 SF �� L o� PROTECTION ELEMENTS FOR THE STRUCTURE ARE THE RESPONSIBILITY OF THE ARCHITECT OF RECORD. BASIC WIND SPEED: Vult= 130 MPH Vasd1 = 0.6* /Vult) 1/2 a P V C' - a. +16.1 RISK CATEGORY: II 1 /N ra �;Cj 3e"Lfov-> STEEL REINFORCEMENT: AUTHORITIES HAVING JURISDICTION OVER THE WORK. WIND EXPOSURE: C 0 Sot/ -.4'-% a U4 I 4 1 • STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS. INTERNAL PRESSURE COEFFICIENT: f 0.18 ENCLOSED BUILDING Gvole 0017 2. STEEL REINFORCEMENT SHALL BE ASTM A615, GRADE 60 3. CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: -63.0 -51.3 CONSTRUCTION. -46.3 • 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED WALLS 8% ac W 4 N W m� o� o� z� za a- 8 >- 8} za Qo a o�a i�_ CO 56 N 0 W W 0 m gZ a T/ROOF Win z �a aZ Eq W a� 0 W� Z9 �so FEm z fnW 0 �a W Y M FI RTH • 2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GR )UND • 1-1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT' WITH GROUND 4. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. CORNER REINFORCEMENT SHALL BE LAPPED 30". 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. 6. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 7. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: MASONRY: 48 BAR DIAMETER. MASONRY: 1. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC AND IN ACCORDANCE WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-05. 2. ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1 -HOUR INITIAL SET TIME BETWEEN LIFTS. MASONRY CONSTRUCTION: 1. CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1,900 PSI WH :N USING TYPE M DR S MORTAR (ASTM C270) IN ACCORDANCE WITH ACI 530, THE 1,900 PSI BLOCK IN COMBINATION WITH TYPE M M S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (F'M) OF 1,500 PSI. 2. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF J" PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C1019. FINE: GROUT SHALL ONLY BE ALLOWED WITH WRITTEN APPROVAL OF EOR. 3. DEFINITIONS: • GROUT POUR HEIGHT: THE TOTAL HEIGHT OF MASONRY TO E3E GROUTED PRIOR TO ERECTION OF ADDITIONAL MASONRY. • GROUT POUR: CONSISTS OF ONE OR MORE GROUT LIFTS. • GROUT LIFT: THE LAYER OF GROUT PLACED IN A SINGLE CONTINUOUS OPERATION AND IS LIMITED TO 5 FEET (1524 MM). • RODDING: THE ACT OF COMPACTING FRESHLY POURED CONCRETE OR GROUT IN ITS FORM BY FREEING THE MASS OF AIR POCKETS WITH REPEATED STABS OF A ROD. • PUDDLING: THE PROCESS OF INDUCING COMPACTION OF GROUT BY USE OF A TAMPING ROD. • PUDDLE: THE ACT OF WORKING CONCRETE TO ELIMINATE HONEYCOMB, AND TO PRODUCE A DENSER MASS. PUDDLE STICK: A STICK OR ROD USED TO CONSOLIDATE GROUT BYHAND. ID D. • MASONRY CONSTRUCTION AND INSPECTION GUIDELINES: 1. LAY UP MASONRY IN RUNNING BOND FOR SIZES AND REINFORCING PER PLANS AND ELEVATIONS. 2. FACE SHELLS OF BED JOINT SHALL BE MORTARED. 3. WEBS SHALL BE MORTARED AT CELLS TO BE GROUTED. 4. VERTICAL CELLS ARE TO BE ALIGNED WHERE THEY ARE TO BE GROUT SITE CONDITIONS. FILLED UNLESS BOND IS SHIFTED DUE TO 5. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES (407 MM) ON CENTER STARTING FIRST BLOCK ABOVE FOUNDATION. 6. MAINTAIN MINIMUM OF 1/2 INCH (12.7 MM) COVER ON JOINT REINFORCING TO EXTERIOR AND REINFORCING SHALL BE EMBEDDED IN MORTAR. 7. GROUT SPACES BOTH VERTICAL AND HORIZONTAL ARE TO BE SUBSTANTIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AGGREGATE AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT,I 8. INSTALL REINFORCING IN GROUT CELLS PRIOR TO GROUTING. 9. GROUT SPACES ARE TO BE INSPECTED PRIOR TO PLACING GROUT. 10.FILL CELLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS. 11 -PLACE GROUT IN LIFT TO 60 INCHES IN HEIGHT (CLEAN OUT HOLES ARE NOT REQUIRED). 12.A REINFORCING BAR MAY BE USED TO ROD GROUT IN CELL, TO ENSURE THERE ARE NO VOIDS IN GROUT. 13 -PLACE REINFORCING APPROXIMATELY 1 INCH (25 MM) TO THE SIDE OF DOWEL IN CELL (ACI 530-1.12.3.3) 14.GROUT SHOULD SET IN APPROXIMATELY 90 MINUTES DEPENDING ON GROUT SLUMP AND WEATHER CONDITIONS. 15.DO NOT BEND OR MOVE REINFORCEMENT AFTER GROUT HAS SET. 16.FILL ALL CELLS SOLID BELOW FINISH FLOOR ELEVATION. 17.PROVIDE LEVEL "B" QUALITY ASSURANCE, AS PER AN 530-05 TABLE 1.15.2. ROOF PLAN (GENERIC BUILDING SHOWN) E. TOLERANCES: 4. CENTERLINE REINFORCING: 4.1. CENTERLINE LOCATION SHOULD BE WITHIN A2 INCH (13 MM) OF CENTER OF MASONRY. 4.2. HORIZONTAL LOCATION SHALL BE WITHIN 2 INCHES (51 MM) 01' THE CENTER OF THE CELL. 4.3. REINFORCING SHALL MAINTAIN POSITION WITHOUT BEING TIED. 4.4. DO NOT MOVE REINFORCING AFTER INITIAL SET OF GROUT. F. BOND BEAMS: 1. HORIZONTAL REINFORCING SHALL BE Y INCH (6 MM) CLEAR OF MASONRY FOR FINE GROUT AND )/ INCH (13 MM) FOR COARSE GROUT. 2. KNOCK OUT WEB BLOCKS SHALL BE USED FOR BLOCK AT THE TIP Q$ THE BOTTOM OF THE BOND BEAMS, DEPENDING ON THE LOCATION. 3. WIRE MESH OT SOME OTHER MEANS SHALL BE USED TO PREVENT GROUT FROM ESCAPING FROM THE BOTTOM OF THE BOND BEAMS INTO CELLS WITHOUT VERTICAL REINFORCING. WOOD: A. 'HOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. B. THE FLOOR ASSEMBLY (INCLUDING POSTS, JOISTS, AND SUBFLOORS) FOR THE FOLLOWING CONDITIONS SHALL BE PRESSURE TREATED: _ I I _ I 1. WOOD JOISTS CLOSER THAN 18" TO THE EXPOSED GROUND ,K- `' ,r ,}��}' 2. THE BOTTOM OF WOOD STRUCTURAL FLOORS WITHOUT JOISTS ARE CLOSER THAN 18" TO EXPOSED GROUND 3. WOOD JOISTS GIRDERS CLOSER THAN 12" TO THE EXPOSED GROUND WALLS (GENERIC BUILDING SHOWN) 4. UNEXCAVATED AREAS LOCATED WITHIN THE PERIMETER OF THE BUILDING FOUNDATION 5. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY ** ALL PRESSURE TREATED WOOD (I.E. FLOOR JOISTS- RAFTER TAILS ETC) 'SMALL BE PROTECTED FROM TOUCHING TRUSS PLATES. TRUSS HANGERS_ ETC, WITH EITHER 4 PLY. FELT OR APPROVED EQUAL. $o DESIGN LIVE LOADS: a1-- 0- 6 ROOF: ....................................................................... 20 PSF Cn o0 DESIGN DEAD LOADS: 0 ROOF: ....................................................................... 12 PSF zd- 6% COMPONENT & CLADDING DESIGN STUD NAILING WIND PRESSURES (PSF) GENERAL NOTES: SIZE ROOF FASTENING PATTERN AREA (2) 2X4 (2) ZONE 10 SF 50 SF CODES USED: 2017 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-10. ALL LATEST EDITIONS USED. 100 SF POSITIVE ALL ZONES +22.8 +18.1 a. +16.1 ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN 1 -36.2 -33.9 AUTHORITIES HAVING JURISDICTION OVER THE WORK. -32.9 0 2 -63.0 -51.3 x. -46.3 CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS 3 -63.0 -51.3 CONSTRUCTION. -46.3 EA FACE WALLS g AREA DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. ZONE 10 SF 100 SF OTHERWISE NOTED ON THE PLANS. 500 SF POSITIVE ALL ZONES +39.6 +33.6 W�>- +29.5 DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF 4 -42.9 -37.0 PLANS, CONTACT THE ENGINEER OF RECORD. -32.9 5 -53.0 1 -41.1 -32.9 NOTES: 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER o� TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR ZONE LOCATIONS. 4) ALL PRESSURES SHOWN IN ARE ULTIMATE PRESSURES. 5) TO OBTAIN ALLOWABLE WIND PRESSURE VALUES, MULTIPLY VALUES SHOWN ON TABLE x 0.6 WIND = 0.6 WINDuLT. a= 4.5 ft 8% ac W 4 N W m� o� o� z� za a- 8 >- 8} za Qo a o�a i�_ CO 56 N 0 W W 0 m gZ a T/ROOF Win z �a aZ Eq W a� 0 W� Z9 �so FEm z fnW 0 �a W Y M FI RTH • 2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GR )UND • 1-1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT' WITH GROUND 4. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. CORNER REINFORCEMENT SHALL BE LAPPED 30". 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. 6. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 7. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: MASONRY: 48 BAR DIAMETER. MASONRY: 1. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC AND IN ACCORDANCE WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-05. 2. ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1 -HOUR INITIAL SET TIME BETWEEN LIFTS. MASONRY CONSTRUCTION: 1. CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1,900 PSI WH :N USING TYPE M DR S MORTAR (ASTM C270) IN ACCORDANCE WITH ACI 530, THE 1,900 PSI BLOCK IN COMBINATION WITH TYPE M M S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (F'M) OF 1,500 PSI. 2. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF J" PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C1019. FINE: GROUT SHALL ONLY BE ALLOWED WITH WRITTEN APPROVAL OF EOR. 3. DEFINITIONS: • GROUT POUR HEIGHT: THE TOTAL HEIGHT OF MASONRY TO E3E GROUTED PRIOR TO ERECTION OF ADDITIONAL MASONRY. • GROUT POUR: CONSISTS OF ONE OR MORE GROUT LIFTS. • GROUT LIFT: THE LAYER OF GROUT PLACED IN A SINGLE CONTINUOUS OPERATION AND IS LIMITED TO 5 FEET (1524 MM). • RODDING: THE ACT OF COMPACTING FRESHLY POURED CONCRETE OR GROUT IN ITS FORM BY FREEING THE MASS OF AIR POCKETS WITH REPEATED STABS OF A ROD. • PUDDLING: THE PROCESS OF INDUCING COMPACTION OF GROUT BY USE OF A TAMPING ROD. • PUDDLE: THE ACT OF WORKING CONCRETE TO ELIMINATE HONEYCOMB, AND TO PRODUCE A DENSER MASS. PUDDLE STICK: A STICK OR ROD USED TO CONSOLIDATE GROUT BYHAND. ID D. • MASONRY CONSTRUCTION AND INSPECTION GUIDELINES: 1. LAY UP MASONRY IN RUNNING BOND FOR SIZES AND REINFORCING PER PLANS AND ELEVATIONS. 2. FACE SHELLS OF BED JOINT SHALL BE MORTARED. 3. WEBS SHALL BE MORTARED AT CELLS TO BE GROUTED. 4. VERTICAL CELLS ARE TO BE ALIGNED WHERE THEY ARE TO BE GROUT SITE CONDITIONS. FILLED UNLESS BOND IS SHIFTED DUE TO 5. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES (407 MM) ON CENTER STARTING FIRST BLOCK ABOVE FOUNDATION. 6. MAINTAIN MINIMUM OF 1/2 INCH (12.7 MM) COVER ON JOINT REINFORCING TO EXTERIOR AND REINFORCING SHALL BE EMBEDDED IN MORTAR. 7. GROUT SPACES BOTH VERTICAL AND HORIZONTAL ARE TO BE SUBSTANTIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AGGREGATE AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT,I 8. INSTALL REINFORCING IN GROUT CELLS PRIOR TO GROUTING. 9. GROUT SPACES ARE TO BE INSPECTED PRIOR TO PLACING GROUT. 10.FILL CELLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS. 11 -PLACE GROUT IN LIFT TO 60 INCHES IN HEIGHT (CLEAN OUT HOLES ARE NOT REQUIRED). 12.A REINFORCING BAR MAY BE USED TO ROD GROUT IN CELL, TO ENSURE THERE ARE NO VOIDS IN GROUT. 13 -PLACE REINFORCING APPROXIMATELY 1 INCH (25 MM) TO THE SIDE OF DOWEL IN CELL (ACI 530-1.12.3.3) 14.GROUT SHOULD SET IN APPROXIMATELY 90 MINUTES DEPENDING ON GROUT SLUMP AND WEATHER CONDITIONS. 15.DO NOT BEND OR MOVE REINFORCEMENT AFTER GROUT HAS SET. 16.FILL ALL CELLS SOLID BELOW FINISH FLOOR ELEVATION. 17.PROVIDE LEVEL "B" QUALITY ASSURANCE, AS PER AN 530-05 TABLE 1.15.2. ROOF PLAN (GENERIC BUILDING SHOWN) E. TOLERANCES: 4. CENTERLINE REINFORCING: 4.1. CENTERLINE LOCATION SHOULD BE WITHIN A2 INCH (13 MM) OF CENTER OF MASONRY. 4.2. HORIZONTAL LOCATION SHALL BE WITHIN 2 INCHES (51 MM) 01' THE CENTER OF THE CELL. 4.3. REINFORCING SHALL MAINTAIN POSITION WITHOUT BEING TIED. 4.4. DO NOT MOVE REINFORCING AFTER INITIAL SET OF GROUT. F. BOND BEAMS: 1. HORIZONTAL REINFORCING SHALL BE Y INCH (6 MM) CLEAR OF MASONRY FOR FINE GROUT AND )/ INCH (13 MM) FOR COARSE GROUT. 2. KNOCK OUT WEB BLOCKS SHALL BE USED FOR BLOCK AT THE TIP Q$ THE BOTTOM OF THE BOND BEAMS, DEPENDING ON THE LOCATION. 3. WIRE MESH OT SOME OTHER MEANS SHALL BE USED TO PREVENT GROUT FROM ESCAPING FROM THE BOTTOM OF THE BOND BEAMS INTO CELLS WITHOUT VERTICAL REINFORCING. WOOD: A. 'HOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. B. THE FLOOR ASSEMBLY (INCLUDING POSTS, JOISTS, AND SUBFLOORS) FOR THE FOLLOWING CONDITIONS SHALL BE PRESSURE TREATED: _ I I _ I 1. WOOD JOISTS CLOSER THAN 18" TO THE EXPOSED GROUND ,K- `' ,r ,}��}' 2. THE BOTTOM OF WOOD STRUCTURAL FLOORS WITHOUT JOISTS ARE CLOSER THAN 18" TO EXPOSED GROUND 3. WOOD JOISTS GIRDERS CLOSER THAN 12" TO THE EXPOSED GROUND WALLS (GENERIC BUILDING SHOWN) 4. UNEXCAVATED AREAS LOCATED WITHIN THE PERIMETER OF THE BUILDING FOUNDATION 5. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY ** ALL PRESSURE TREATED WOOD (I.E. FLOOR JOISTS- RAFTER TAILS ETC) 'SMALL BE PROTECTED FROM TOUCHING TRUSS PLATES. TRUSS HANGERS_ ETC, WITH EITHER 4 PLY. FELT OR APPROVED EQUAL. $o DESIGN LIVE LOADS: a1-- 0- 6 ROOF: ....................................................................... 20 PSF Cn o0 DESIGN DEAD LOADS: 0 ROOF: ....................................................................... 12 PSF zd- 6% BUILT-UP STUD NAILING PATTERN GENERAL NOTES: SIZE 8 FASTENING PATTERN N N M (2) 2X4 (2) 1 ODX3" W 1. CODES USED: 2017 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-10. ALL LATEST EDITIONS USED. WW STAGGERED (3) 2X4 (2) a. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND EA FACE STAGGERED AUTHORITIES HAVING JURISDICTION OVER THE WORK. (2) 0 NAILS 0 8" OC x. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING W NAILS CONSTRUCTION. OC EA FACE STAGGERED g 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. jrWi W�>- 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. fi z iso o� VERTICAL FRAMING: 1. USE 2x6 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE IN THESE PLANS. 2. "SPACE STUDS 0 16" OC MAXIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS. 3. SPACE STUDS 0 24" OC MAXIMUM AT ALL INTERIOR NON-BEARING WALLS. 4. USE SPF #2 (OR BETTER) FOR ALL WALLS U.N.O. IN THESE PLANS. 5. USE SYP #2 TOP PLATES AND PT SYP #2 SILL PLATES. 6. DOUBLE TOP PLATE SPLICES SHALL BE LAPPED A MIN. OF 4'-0" AND NAILED WITH A MINIMUM OF (2) 12d NAILS AT 8" ON CENTER. OTHER FASTENING CONNECTIONS AS SPECIFIED IIID FBC SHALL BE USED. **CONVENTIONAL STRAPPING: WHERE **CONVENTIONAL STRAPPING IS SHOWN ON THESE PLANS, USE THE F�DLLOWING: 1. SIMPSON SPH TOP AND BOTTOM OF EACH STUD W/ (6) 10d NAILS EACH END OF EACH STRAP 0 EACH END OF EACH WALL, EACH KING STUD, AND 0 MAX 32" OC 2. SPH MAY BE SUBSTITUTED w/ SDWC15600 FOR STUD TO TOP PLATE, AND (2) SDWC15450 FOR STUD TO BOTTOM PLATE CONNECTION. SEE MANUFACTURERS'S INSTALLATION DETAILS, 3. FIRST FLOOR SILL PLATES TO FOUNDATION W/ } - ANCHOR BOLTS AT MAX 32" OC EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING: 1. PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS. 2. PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS. 3. FASTEN 1/2" THICK SHEATHING W/ 10d COMMON NAILS SPACED 6" OC AT PANEL EDGES AND 6" OC AT INTERMEDIATE SUPPORTS, APPLIED HORIZONTALLY. 4. REDUCE NAIL SPACING TO 3" OC AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. 5. SW -3 INDICATES 3" OC NAILING IS ALSO REQUIRED AT THE BOTTOM AND SIDE EDGES OF THE SHEATHING. ROOF AND CEILING FRAMING: 1. ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC. 2. ALL CONVENTIONAL FRAMING SHALL BE SYP #2. 3. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS DETAILS. 4. PROVIDE 1X41 PURLIN BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES AT THE SPACING INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) 6D NAILS AT EACH TRUSS. 5. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS OR TRUSS SPACES FROM THE GABLE ENDS. METAL CONNECTORS: 1. ALL METAL CONNECTORS SHALL BE SIMPSON STRONG -TIE CONNECTORS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD (E.O.R.) 2. ALL METAL CONNECTORS EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ TREATED, BORATE, ETC.) SHALL STAINLESS STEEL U.N.O. 3. ALL NAILS EXPOSED TO EXTERIOR SHALL STAINLESS STEEL U.N.O. ALL NAILS EXPOSED TO FIRE -TREATED LUMBER SHAD_ BE STAINLESS STEEL. ANCHOR BOLTS: ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307 OR ASTM F1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F436 GRADE 36. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. TYPICAL ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS: 1. SPACED 0 32" OC AT EXTERIOR WALL SILL PLATES. 2. AT THE EXTERIOR WALL SILL PLATES WHERE THE THREADED ROD IS MORE THAN 6" FROM THE END OF THE PLATE. 3. ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. 4. ANCHOR BOLTS SHALL BE USED UNDERNEATH FIRST FLOOR WINDOWS ON EACH SIDE BELOW EACH OPENING. EPDXY: ANCHORING ADHESIVE: SHALL BE THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): • SIMPSON STRONG -TIE CO., PRODUCT: EPDXY-TIE BUTT JOINT DOUBLE TOP PLATE PT SYP#2 SILL PLATE ,, 4'-0" MIN. BETWEEN UPPER PLATE BREAK PROVIDE (4)16dx3" NAILS EACH SIDE OF BUTT JOINT (TYP.) BUTT JOINT DRILL & EPDXY )� 0 ANCHOR BOLT W/ MIN 24" IMBED INTO EXIST SLAB & 2" SQUARE WASHER OR "ULL HEIGHT THREADED ?OD ANCHOR PLATE BREAK DETAIL MMA. SOLE PLATE BREAK BOTTOM PLATE ANCHOR NOTE: 1. TYPICAL ANCHOR BOLT SPACING IS 48" OC 0 EXTERIOR WALLS AND INTERIOR SHEARWALLS. EXIST PRE-ENGINEERED ROOF TRUSS (2) 12dx3" I TOE -NAILS INTO I ROOF MEMBER (1) 1263" NAIL DBL TOP INTO EACH BLOCKING PLATE 2x4 FLAT BLOCKING 0 24" OC NEW 2x- SHEARWALL NOTE: USE AT EXTERIOR WALLS AND INTERIOR SHEARWALLS WHERE WALL IS PARALLEL WITH TRUSSES EXIST PRE-ENGINEERED ROOF TRUSS 2x- SCAB PER PLAN BYPO AKING @ PARALLEL TRUSSES �1 ALL LINTELS SHALL BE MANUFACTURED BY: CAST -CRETE LINTEL LEGEND: F=GROUT FILLED/U=UNFILLED # OF REBAR IN LINTEL 8F8-1B/1T L REBAR LOCATION B=BOT,T=TOP NOMINAL NOMINAL WIDTH HEIGHT V" FILL CELLS W/ CONC. (2) #5 CONT MASONRY OPENING 8'-0" OR LESS MIN. BRG. 8" EA. END (ATL. 8F8-1B/1T) Ll NOTE: 1. FOR EXACT LOCATION OF OPENINGS SEE ARCH. 2. ALL LINTELS TO BEAR MIN 8" 0 EA SIDE MASONRY LINTEL DETAIL SCALE: 3/4"=V-0" 0" 1i'p 1Y" OFFICE COPS co MIN. 3" NAILS - REVISION NAIL FROM OTHER BP# 62 & sAo -ooi k SIDE OF EACH PLYDATE 3 /1 / z FEB 2 4 ?020 SIGNED NAILING PA ERN ` ' (3)2PA JJ ING BUILT -UF MEMBER db VERTICAL CORNER POST LOCATION 0 TYPICAL HOLDOWN 0 FOUNDATION HOLD DOWN: USE HTT5 HOLD DOWN W/ (26) 10d INTO STUD & DRILL & EPDXY %"0 ANCHOR BOLT W/ MIN 8" EMBED INTO EXIST FDN. & 2j" INTO EXIST SLAB BUILT UP MEMBER DETAILS NEW DBL. STUD 0 END OF NEW SHEATHING 0 EXIST GIRDER TRUSS, SEE DETAIL FOR NAILING PATTERN 4" 6" NEW BASE PLATE NEW/EXIST ANCHORAGE BASE PLATE STRAIGHT AND CORNER SCALE: 1/2"=11-n" BUILT-UP STUD NAILING PATTERN FDU SIZE M m FASTENING PATTERN N N M (2) 2X4 (2) 1 ODX3" NAILS 0 6" OC EA FACE STAGGERED (3) 2X4 (2) 16DX3" NAILS 0 6" OC EA FACE STAGGERED (2) 2x6 (2) 10DX3" NAILS 0 8" OC EA FACE STAGGERED (3) 2X6 (2) 16DX3" NAILS 0 8" OC EA FACE STAGGERED VERTICAL CORNER POST LOCATION 0 TYPICAL HOLDOWN 0 FOUNDATION HOLD DOWN: USE HTT5 HOLD DOWN W/ (26) 10d INTO STUD & DRILL & EPDXY %"0 ANCHOR BOLT W/ MIN 8" EMBED INTO EXIST FDN. & 2j" INTO EXIST SLAB BUILT UP MEMBER DETAILS NEW DBL. STUD 0 END OF NEW SHEATHING 0 EXIST GIRDER TRUSS, SEE DETAIL FOR NAILING PATTERN 4" 6" NEW BASE PLATE NEW/EXIST ANCHORAGE BASE PLATE STRAIGHT AND CORNER SCALE: 1/2"=11-n" Drawn By: APT Check By: RAW Approved By: FDU Date: M m N N M � cv V / Cl)� cB U O - U r O � N aJ m ri U C ®Cr.cv Ono a Drawn By: APT Check By: RAW Approved By: FDU Date: 02-21-20 D UR��%,� ••\CENS•. No. 80630 �:• STATE OF •: o,� •. �' P: �<v,: F ••� OR I Q.• , BONA L 2�2"i�Z.v20 FAUSTO D. URIGUEN, P.E. FL LICENSE NO. 80630 Sheet Name General Notes Design Criteria CX Details 50.1 I i 51.0 i J EXISTING POST DOWN FROM ROOF STRUCTURE ABOVE. FASTEN TO BOTT PLATE W/ (2) D BEARING WALL. SEE SDWC15450 (TYP) --,1 E 3 FOR ATTACHMENT 1.2 S1.0 Al i r --------------- ■ ■ _ L1J__________.______.__________-_-_.__� SW -3 -=;-------------------------------------------------- A 2 ------------------------------------------A2 SEE CORNER POST SEE CORNER POST S1.0 i CONNECTION CONNECTION DETAIL ON A2/SO.1 DETAIL ON A2/SO.1 '� MIN 2x4 STUD WALL �- 16" OC. SEE PLAN NOTE 3 FOR ATTACHMENT. i EXISTING GARAGE DEMOL/T/ONAND NEW /ST FLOOR FRAM/NG PLAN Scale: 1/4":1'-0" PLAN NOTES: 1. FOR "GENERAL NOTES", "DESIGN CRITERIA" & "DESIGN SPECIFICATIONS", SEE SHEET SO.1. 2. TRUSS AND CONVENTIONAL ROOF FRAMING LAYOUT IS DIAGRAMMATIC ONLY. NOTIFY EOR IF ASSUMED LAYOUT IS DIFFERENT. 3. TYPICAL WALL CONNECTION: 3.1. STUD TO TOP PLATE 0 32" OC & AT POST DOWN W/ (2) SDWC15600 SCREWS. 3.2. STUD TO BOTTOM PLATE 0 32" OC & AT POST DOWN W/ (2) SDWC15450 SCREWS. NOTE: ROOF MEMBERS NOT SHOWN FOR CLARITY. DRILL & EPDXY #506" W/ MIN EXIST BOND BEAM 6" EMBED INTO EXIST BOND EXIST BOND BEAM EXIST TOP PLATE 4 BEAM USE EPDXY FOR OVERHEAD EXIST TOP PLATE APPLICATION EXIST CMU INTERIOR WALL (NOT SHOW�J FOR CLARI DESIGN BUILD, LLC., OR IF CHAN( L/NETYPE & KEYNOTE --------- EXISTING WALL TO BE REMOVE) NEW 2x- STUD WALL 0 16" OC. SEE PLAN L_________J HIDDEN WALL BELOW NEW 8" CMU WALL _ - --- EXIST CONVENTIONAL FRAMING - - ~ - EXIST PRE-ENGINEERED ROOF "`TRUSSES NEW�ONVENTIONAL FRAMING #5 BAR VERT. IN GROUT FILLED CMU CELLS TYPICAL WHERE SHOWN ON PLAN L1 NEW PRECAST LINTEL, SEE DETAIL B2 ON SHEET S0.1. FASTEN (1) SIMPSON H8 OR (2) SDWC15600 SCREWS SW -3 SHEARWALL W/ 3" NAILING PATI. (SEE ------- GENERAL NOTES) NEW EXTERIOR CMU WALL NEW EXTERIOR WALL STUD OFFICE N Qlite _ 77 1. PROVIDE MIN (2) PT 2x4 SYP#2 FLAT AGAINST NEW CMU WALL AND FASTEN TOGETHER WITH CONVENTIONAL M M N � 1. 2. N Mro ■r,�> Elmo N M co O 3. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS w/ (4) .131 X 3" TOE -NAILS. 00/� LL 0-0 O o � O 3. OFFSET FASTENERS TO PREVENT ANCHOR CONGESTION 6'-6" r4 r4 co DRILL & EPDXY - #4x8" LG CC FASTEN RAFTERS TO CEILING JOISTS WITH (5) .131 X 3" NAILS. -j 00-0 U) 6. DRILL & EPDXY #5x36" W/ MIN Q No. Date Revision 7. FASTEN ALL HIP AND VALLEYS TO PLATES WITH (2) SIMP. MTS12 TWIST STRAPS w/(7) 10d ;.X C cu 8. C WASHERS & #8X3" Q CLEAR SPAN ® NEW KITCHEN WINDOWDOWELS SCREWS. W/ MIN V) t0 10. POSTS DOWN FROM ROOF TO WALL SHALL BE FASTENED TOP W/ (1) H8 OR (2) SDWC15600 6" EMBED INTO EXIST BOND t� -'00 SCREWS. C7'1 00 • 0N =BEAM Drawn By: APT NEW INTERIOR ._ _ NOT SHOWN FOR CLARITY. 4" INTO EXIST WALL STUD WALL. SEE PLAN Approved By: FDU USE EPDXY FOR OVERHEAD MIN (2) NEW PT 2x4 BUILT-UP STUDS Date: 02-21-20 SHEET FOR FASTENED TOGETHER PER DETAIL ATTACHMENT (TYP) A1/S1.0 - 1-#5 ® WINDOW SILL, VA WALL D UR �.. NEW EXTERIOR WOOD �� °°•••••°' �\4:� •��CENSF•'<.�2�'s APPLICATION STUD WALL 0 GARAGE 0 MIN = No. 80630 r 771 16" OC. STUD TO FILL BLOCK CELLS SOLIDOC SILL PLATE W/ (2) STATE OF (TYP). SDWC15450 (TYP) FOR REINF %,SFS •� OR 1111 ?�2l j2a� > W/ CONCRETE GROUT _ . _. - FAUS O URICUEN, P.E. V'1 r4, FL LICENSE NO. 80630 BOTTOM PLATE TO Sheet Name BOTTOM PLATE TO `';" EXIST FDN PER DETAIL A1/SO.1 (TYP) Demolition & New EXIST FDN PER : � f .::: DETAIL Al /SO.1 (TYP) t st Floor - I 6'-8" /01 CLEW CLEAR SPAN ® NEW FRONT DOOR DRILL EPDXY - GROUT FILLED #4x8" LG CELLS TYP (TYP) I ' DOWELS W/ MIN 4" INTO EXIST CL GROUT FILLED CMU WALL CELLS (TYP 16 OC (TYP). 00- o WHERE SHOWN) a. w m 0 I - a _ #5 VERT EXIST FTG DRILL & EPDXY #5 DOWELS W/ DRILL & EPDXY #5 DOWELS W/ MIN 8" °� VERT EXIST FTG WHERE SHOWN MIN 8" EMBED INTO EXIST FTG EMBED INTO EXIST WHERE SHOWN 0 32" OC & WHERE SHOWN FTG TYPICAL AS SHOWN CMU WALL ELEVA T/ON W/NDOW CMU WALL ELEVA TION"'FRONT DOOR 1.1 1 2 Scale: 1/2 1 0 Scale: 1/2":1'-0" NEW EXTERIOR CMU WALL NEW EXTERIOR WALL STUD 2 EX/ST/NG PART/AL LOWER ROOFFRA MING PLAN OFFICE N Qlite _ 0 1. PROVIDE MIN (2) PT 2x4 SYP#2 FLAT AGAINST NEW CMU WALL AND FASTEN TOGETHER WITH CONVENTIONAL M M N � 1. 2. N Mro ■r,�> Elmo N M co O 3. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS w/ (4) .131 X 3" TOE -NAILS. 00/� LL 0-0 O o � O 3. OFFSET FASTENERS TO PREVENT ANCHOR CONGESTION r4 r4 co 0 CC FASTEN RAFTERS TO CEILING JOISTS WITH (5) .131 X 3" NAILS. s` M 00-0 U) 6. FASTEN RAFTERS AND CEILING JOISTS TO PLATES WITH (3) .131 X Q No. Date Revision 7. FASTEN ALL HIP AND VALLEYS TO PLATES WITH (2) SIMP. MTS12 TWIST STRAPS w/(7) 10d ;.X C cu 8. FASTEN NAILERS TO EACH RAFTER W/ (3) 16d NAILS OR W/ 1.25" WASHERS & #8X3" Q SCREWS. 9. V) t0 10. POSTS DOWN FROM ROOF TO WALL SHALL BE FASTENED TOP W/ (1) H8 OR (2) SDWC15600 t� -'00 SCREWS. C7'1 00 • 0N GROUP STUD TO CMU WALL BOLT Drawn By: APT NEW INTERIOR ._ _ NOT SHOWN FOR CLARITY. M WALL STUD 2 EX/ST/NG PART/AL LOWER ROOFFRA MING PLAN OFFICE Scale: 1/4":1'-0" 0 1. PROVIDE MIN (2) PT 2x4 SYP#2 FLAT AGAINST NEW CMU WALL AND FASTEN TOGETHER WITH CONVENTIONAL M M Roof Framing Plan C 1. 2. N Mro ■r,�> Elmo � co O 3. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS w/ (4) .131 X 3" TOE -NAILS. 00/� WALL. O O o � O 3. OFFSET FASTENERS TO PREVENT ANCHOR CONGESTION r4 r4 co 0 CC FASTEN RAFTERS TO CEILING JOISTS WITH (5) .131 X 3" NAILS. s` M 00-0 U) 6. FASTEN RAFTERS AND CEILING JOISTS TO PLATES WITH (3) .131 X Q 2 EX/ST/NG PART/AL LOWER ROOFFRA MING PLAN OFFICE Scale: 1/4":1'-0" C O 1 1. PROVIDE MIN (2) PT 2x4 SYP#2 FLAT AGAINST NEW CMU WALL AND FASTEN TOGETHER WITH CONVENTIONAL FRAMING NOTES: Roof Framing Plan Project Number 1. 2. ALL CONVENTIONAL FRAMING SHALL BE SYP. NO. 2 OR BETTER. FASTEN ALL RAFTERS TO TOP PLATES WITH REV` ISION 20-0030 2. FASTEN NEW (2) PT 2x- GROUP STUDS TO NEW CMU WALL WITH J"O SIMPSON H2.5 CLIPS OR SDWC15600. gp# E S aD - 3. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS w/ (4) .131 X 3" TOE -NAILS. 00/� WALL. 4. ALL RIDGES, HIPS AND VALLEYS SHALL BE ONE (1) NOMINAL SIZE LARGER THAN ADJO - 2 20 3. OFFSET FASTENERS TO PREVENT ANCHOR CONGESTION RAFTERS U.N.O. NED Sheet Number 5. FASTEN RAFTERS TO CEILING JOISTS WITH (5) .131 X 3" NAILS. FDN & WALL CONNECTION 6. FASTEN RAFTERS AND CEILING JOISTS TO PLATES WITH (3) .131 X 3" TOE -NAILS. No. Date Revision 7. FASTEN ALL HIP AND VALLEYS TO PLATES WITH (2) SIMP. MTS12 TWIST STRAPS w/(7) 10d ;.X 1.5" NAILS EACH END OF EACH STRAP.....M.° 8. FASTEN NAILERS TO EACH RAFTER W/ (3) 16d NAILS OR W/ 1.25" WASHERS & #8X3" SCREWS. 9. BENEATH EACH HIP OR VALLEY TO PLATE CONNECTION, PLACE A MINIMUM OF (2) 2X STUDS. FEB 2 4 10. POSTS DOWN FROM ROOF TO WALL SHALL BE FASTENED TOP W/ (1) H8 OR (2) SDWC15600 SCREWS. NOTE: GROUP STUD TO CMU WALL BOLT Drawn By: APT NEW INTERIOR NEW INTERIOR WOOD NEW 8" CMU CONNECTION STUD LOAD-BEARING WALL PER PLAN NOT SHOWN FOR CLARITY. Check By: RAW WALL STUD WALL. SEE PLAN Approved By: FDU NOTE 3 /THIS MIN (2) NEW PT 2x4 BUILT-UP STUDS Date: 02-21-20 SHEET FOR FASTENED TOGETHER PER DETAIL ATTACHMENT (TYP) A1/S1.0 VA D UR �.. NEW EXTERIOR WOOD �� °°•••••°' �\4:� •��CENSF•'<.�2�'s STUD WALL 0 GARAGE 0 MIN = No. 80630 r 771 16" OC. STUD TO SILL PLATE W/ (2) STATE OF SEE E _EV 1 /S 1.0 SDWC15450 (TYP) FOR REINF %,SFS •� OR 1111 ?�2l j2a� ;- _ _ . _. - FAUS O URICUEN, P.E. r4, FL LICENSE NO. 80630 BOTTOM PLATE TO Sheet Name BOTTOM PLATE TO `';" EXIST FDN PER DETAIL A1/SO.1 (TYP) Demolition & New EXIST FDN PER : � f .::: DETAIL Al /SO.1 (TYP) t st Floor - INSTALLATION NOTES: HTT5 HOLD DOWN W/ 1. PROVIDE MIN (2) PT 2x4 SYP#2 FLAT AGAINST NEW CMU WALL AND FASTEN TOGETHER WITH EXIST (26) 1 Od INTO STUD & Roof Framing Plan (2) ROWS OF Y4"0" SDS SCREWS 0 6" OC. FOUNDATION DRILL & EPDXY -0 2. FASTEN NEW (2) PT 2x- GROUP STUDS TO NEW CMU WALL WITH J"O ANCHOR BOLT. ANCHOR BOLT W/ MIN 8" DRILL & EPDXY MIN 4" EMBED 0 16" OC VERTICALLY INTO NEW CMU WALL. EMBED INTO EXIST FDN. 3. OFFSET FASTENERS TO PREVENT ANCHOR CONGESTION CMU TO WOOD FRAMINGA�SILO Sheet Number NEW CMU WALL TO NEW ERM WALL CONNECTION DETAIL FDN & WALL CONNECTION A2 SCALE: 1-1/2"=1'-0 " SCALE: 3/4"=1 '-O"