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RC-06-22-1536Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1131 NE 104TH ST, Miami Shores, FL 33138 1122320290030 Contacts Helmut Mueller Owner AVATAR CONSTRUCTION & Contractor 1131 NE 104 ST RESTORATION MUELLERANDASSOCIATES@GMAIL.CO GEORGINA RODRIGUEZ M Mobile:7863702420 MUELLERANDASSOCIATES@GMAIL.CO M Inspection Requests Description: BUILD SEVEN NEW STEPS AT REAR OF HOME Valuation: $ 200.00 �5 762 44 PRESSURE TREATED WOOD ANCITIONED TO DECK- SEE STRUCTURAL PLANS SHEET S1 & S2 Total Sq Feet: 21.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $50.00 Scanning Fee $9.00 Structural Review ($60) $60.00 Technology Fee $2.50 Total: $176.30 Payments Date Paid Amt Paid Total Fees $176.30 Credit Card 07/11/2022 $126.30 Credit Card 06/16/2022 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws r9ja-UlatinA?construct jpn and dining. Futhermore, I authorize the above named contractor to do the work stated. Authorized S / Applicant / Contractor / Agent /lrzL July 11, 2022 Page 2 of 2 Miami Shores Villagerv�� Building Department JUN 1 g o22 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. 4L-1- Eov PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I'3 } I 1n 1 I C 10� City: Miami Shores County: Miami Dade Zip: �l Folio/Parcel#: 223 ? _ U 2c% — d0''3 Q Is the Building Historically Designated: Yes • NO _ Occupancy Type: J Load: Construction Type: ��.) Flood Zone: I BFE: FFE: OWNER: Name (Fee Simple Titleholder): �.Iel 04- V\ Uv l (A �� Phone#: a015) (off 7 2690--4—k, f Address: 1 15 I Vo C. L- ( 0r'- Sb_� City: l/ r /jn � I -CA W SVl 'ir-e S State: FL-C) A (( Zip: Tenant/Lessee Name: H CyUAi— _ _ _ —Phone#:—.V— Email: V\A V-e (I -e— r,, v+ IV a 4�S a c i C -+C CONTRACTOR: Company Name: N44&r 1� ' � Phone#: ? `6 �j7© �� 7 C� �Le�_ Address: I' .�— /V V 7 Y � Ali g jet T City: 1 'r �u r 2� State: 8 F + Zip: Qualifier Name: G (f 2� 1- °O) v Phone#: State Certification or Registration #: 2-0`17 Certificate of Competency #: DESIGNER: Arch iittect/E�ngpineer: v l i LC�L �� ttxsdC. + l� Z� Phone#: �(/ Address: �I �/ f Lr� `Y City: State: Zip: Value of Work for this Permit: $ 2,001,00 Square/Linear Footage of Work: 21 I ih C�,, ( Type of Work: ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace ❑ Demolition Description of Work: ��A_ /-AN fV ud j.T C_"�� S j2�1��_ Cj ('�z� � � � Re�� (�►1-� 5 S Vr� c-I�2��1�%C�r`� v �� ��.,y C. ��-� rt. L-'� i L eS � c; � — � t= � � ► 9y c rL,),R.A-�_ P1 r�.1 5 -; SI Specify color of col& thiu tlile:` Submittal Fee $ Permit Fee $ Scanning Fee $ R'ddon`Fee $: Technology Fee $ T Training/Education Fee $ Structural Reviews (Revised02/24/2014) R j 1' • •� ' ' ��� ' CCF DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 60nding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender`s Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. A Signature OWNER or AGENT The foregoing instrument iywt as acknowledged before me this i L � U _. day of U w F, , 20 -2-2- - , by Ht IMF ,TA Uf., 1 )-ey who is personally known to me or who has produced ])V " _..E { Cd2as identification and who did take an oath. NOTARY PUBLIC: LF � M1.1..it �r' ip - MEt INE CHERY MY CO#AMISS*M # Htf 252206 APPROVED BY Signature ✓ CONVACTOR The foregoing instrument was acknowledged before me this day of rh 20 7=0-- by t< �t ^CAho i ersonall know o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign• X. Print: /&c- A cvrdr Seal: Y Y?ice. HECTOR LAUZARDO *; MY COMMISSION # HH 135479 po EXPIRES: May 27, 2025 gold Thru Notary Public Underwriters I� Lv Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) C'J V LOOM 0 C6 W m �, N N z �� CB Ul T W Um, 0 w 0� p� wi z ul np�yq co 0 i C Z ` O W N > 2 V co N CL O W LLJ z L 0 U u 0 V) LL w 00 ui U u U- un ® L �_ aB 0 V LU �- U z 04 U) iN O ® C C LO ,Q C U Lli 1-0 V-{ C14 = -I CO m,s Llm U-) LL U c ea ® �- add (S W u z ca z N z u u 0� w- ce.P,,,,—�� x � V)® RS 0 4- CO C N u 0 `0 L .per+ f� 4-1 0 c 4j 0 N iE h-� Q) N 0 Qa Qi N .V Q) C t� i L 4) 0 QJ 0 a fLS (7 a- f6 N N C U 0 V) N N mew�- own a l� ;tv LOCAL BUSNESS TAX RECEPT BTM22mig3l 5 DAML LLC DBA AVATAR CONSTRUCTION & RESTORATION 8155 NW 74 AVE GEORGINA RODRIGUEZ 8155 NW 74 AVE MEDLEY, FL 33166 MEDLEY, FL 33166 Is hereby issued a Local Business Tax Receipt for the Town of Medley, valid through September 30th of the tax year listed above for the occupation of: CONSo RUCT OON' SERVIICE a "Issuance of this Business Tax Receipt (BTR) is not a development or zoning approval. All activities and uses operated pursuant to this BTR shall comply with the Town of Medley Municipal Code, Miami -Dade County Regulations and State Laws." RESTRICTIONS: BUSINESS MUST COMPLY WITH ALL REGULATORY AGENCIES. NO OUTSIDE STORAGE, NO LIVING ON PREMISES. consp icuovspy at your place of [business. ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 06/10/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: SANDRA PEREZ �CNNo Eld : (305) 552-5250 A/c No): (305) 552-5292 JVS Insurance Agency E-MAIL SANDRA@JVSINS.COM 9600 SW 8th St. INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: EVANSTON INSURNACE Miami, FL 33174 INSURED INSURER B : PROGRESSIVE INSURANCE COMPANY INSURER C : DAML LLC DBA AVATAR CONSTRUCTION & RESTORATION INSURER D : 8155 NW 74th Avenue INSURER E : INSURER F : Miami FL 33166 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL UBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000.00 MED EXP (Any one person) $ 5,000.00 X Professional Liability PERSONAL & ADV INJURY $ 1,000,000.00 A 3EH4783 05/22/2022 05/22/2023 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 POLICY JECT PRO ❑ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 Professional Liability $ 1,000,000.00 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 100,000.00 BODILY INJURY (Per person) $ ANY AUTO B ALL OWNED X SCHEDULED AUTOS AUTOS 02827743 01 /06/2022 01 /06/2023 BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ NON -OWNED HIRED AUTOS AUTOS PIP $ 10,000.00 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE STATUTE ER E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N / A (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT 1 $ BPP $75, 000.00/ $1,000.00 A 3EH4783 05/22/2022 05/22/2023 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shore Village Building Depatment 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD f NEW STEPS (7) & POOL RAILING MUELLER RESIDENCE 1131 NE 104TH STREET MIAMI SHORES, FLORIDA 33138 ENGINEER OF RECORD: MUELLER & ASSOCIATES STRUCTURAL & RESTORATION ENGINEERING 175 SW 7th Street, SUITE 1615 MIAMI, FLORIDA 33130 (0) 305.647.2680, ext-1 (F) 866.845.9433 SHEET INDEX: RO GENERAL NOTES / SITE PLAN R1 INTERIOR DEMOLITION PLAN & BUILD OUT C I ; IF COPY BISCAYNE CANAL EXISTING STEELICONCRETE FRAMED WOOD BOAT DOCK PLANTER BOX EXISTING CENTER DEEP IN NEW 42' IGH POOL DECK RAILING POOL DECK GROUND, CONCRETE POOL ONE-STORY, CONCRETE BLOCK RESIDENCE d 2-CAR ATTACHED GARAGE 104TH STREET NORTH SITE PLAN I SCALE: III .S i STEPS w z a m GENERAL NOTES: 1. ALL SECTIONS, DETAILS AND NOTES ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILIAR SITUATIONS 2. ALL DIMENSIONS AND SIZES OF EXISTING CONSTRUCTION INDICATED ON THE DRAWINGS SHALL BE CONSIDERED APPROXIMATE AND SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. CONTRADICTIONS BETWEEN ACTUAL FIELD CONDITIONS AND CONDITIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE ENGINEER. MODIFICATIONS REQUIRED BY SUCH CONTRADICTIONS SHALL BE APPROVED BY THE ENGINEER IF NECESSARY, FURTHER DETAILS WILL BE DEVELOPED 4. THE EXTENT OF REPAIR WORK MAY NOT BE LIMITED TO THE DETAILS OR LOCATIONS SHOWN. IF THE NEED FOR ADDITIONAL REPAIR WORK BECOMES APPARENT AS THE CONTRUCTION PROCEEDS, ADDITIONAL DETAILS, IF REQUIRED, WILL BE DEVELOPED AND PROVIDED 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ITEMS NOT SHOWN OR INDICATED IN THE CONSTRUCTION DOCUMENTS THAT, IN HIS OPINION, REQUIRE REPAIR OR MODIFICATION. 6. IF THE CONTRACTOR ENCOUNTERS PROBLEMS IN PERFORMANCE, OF THE WORK INDICATED, HE SHALL BRING SUCH PROBLEMS TO THE ATTENTION OF THE ENGINEER FOR PROPER ACTION BEFORE WORK CONTINUES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL SHORING, BRACING, FALSEWORK, SCAFFOLDS AND WORK PLATFORMS REQUIRED TO PERFORM THE REPAIR WORK. 8. STEEL SHAPES, BARS, AND PLATES SHALL BE ASTM A36 STEEL WITH ALLOWABLE YIELD STRENGTH (Fy) OF 36,000 PSI MINIMUM. 9. ANCHORS AND FASTENERS FOR MASONRY SHALL BE FABRICATED FROM STAINLESS STEEL, UNLESS NOTED OTHERWISE. 10. THE CONTRACTOR SHALL PROTECT FROM DAMAGE DUE TO SCAFFOLD RIGGING EQUIPMENT THE FOLLOWING EXISTING CONSTRUCTION, BUT NOT LIMITED TO: A. VENTS AND PIPES B.STACKS C. PARAPET COPINGS D. ROOFING MEMBRANE AND FLASHING E. WINDOWS F. CABLE AND ELECRICAL LINES G. EXISTING LIGHT FIXTURES AND SIGNS H. EXISTING ROOF DECKS 1. MECHANICAL EQUIPMENT 11. ALL METHODS AND MEANS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING BUT NOT LIMITED TO SEQUENCING, LOAD TRANSFER PROCEDURES, ADDITIONAL TEMPORARY BRACING, AND ANY OTHER INCIDENTAL COMPONENTS OR CONSTRUCTION PROCEDURESTHAT MUST BE PROVIDED FOR THE SUCCESFUL COMPLETION OF THE PROJECT. 12. EXTREME CAUTION MUST BE EXERCISED AT ALL TIMES DURING THE COURSE OF THE WORK WHEN REMOVING EXISTING PANELS OF BULGED OR DETERIORATED BRICK, STONE, OR TERRA COTTA. TEMPORARY PINS, CRIPPLES, STRUTS, BRACING OR ANY OTHER REQUIRED ADDITIONAL SUPPORTS ARE TO BE PROVIDED AS NECESSARY TO ASSURE A SAFE WORKING ENVIRONMENT FOR THE CONSTRUCTION WORKERS, THE ENGINEER AND THE PUBLIC THROUGHOUT THE DURATION OF THE PROJECT. 13. IT IS NOT TO BE IMPLIED IN ANY WAY WHATSOEVER THAT THE ENGINEER IS RESPONSIBLE FOR THE METHODS AND MEANS OF ANY ASPECT OF CONSTRUCTION OF THIS PROJECT. THE NOTES PROVIDED HEREIN AND THROUGHOUT THE DOCUMENTS WARNING THE CONTRACTOR OF EXISTING SAFETY HAZARDS ARE PROVIDED TO ALERT THE CONTRACTOR OF THESE CONDITIONS SO THAT PROPER PRECAUTIONS WILL BE TAKEN BY THE CONTRACTOR AND ACCOUNTED FOR IN THE PLANNING OF THE WORK. 14. THE ENGINEER WILL DETERMINE THE FINAL METHOD, QUANITITY AND LOCATION OF REPAIRS DURING INITIAL REVIEW OF WORK FROM SWING -STAGE SCAFFOLD OF OTHER TYPE OF CLOSE-UP VANTAGE POINT. 15. THE CONTRACT DOCUMENTS ARE NOT INTENDED TO SHOW EVERY & ALL DETAILS OF WORK TO BE PERFORMED OR EQUIPMENT TO BE SUPPLIED. THE INTENT OF THE CONTRACT DOCUMENTSIS TO ILLUSTRATE THE CONCEPTUAL DESIGN & LAYOUT. DESIGN CRITERIA 1. NATIONAL FOREST PRODUCTS ASSOCIATION (NFOPA) NATIONAL DESIGN SPECIFICATION (NOS) FOR WOOD CONSTRUCTION 1991 2. LATERAL LOADS: SEISMIC DESIGN CATEGORY - N/A WIND BASIC WIND SPEED 190 MPH EXPOSURE CLASS B 3. WOOD FRAMING: A. STRUCTURAL SAWN LUMBER: 2X4 THRU 2X14 SOUTHERN PINE GRADE No. 2 2X4 THRU 2X6 STUDS SOUTHERN PINE GRADE No. 2 4X4 THRU 8X8 COLUMNS SOUTHERN PINE GRADE No. 2 B. PLYWOOD (SEE DRAWINGS FOR THICKNESS AND IDENTIFICATION NUMBERS. WALL SHEATHING C-D IN-APS (PSI 74) WITH EXTERIOR GLUE APA RATED ORIENTED STRAND BOARD EXPOSURE 1 C. MICROLLAM (LVL) UNITS: BENDING STRESS FB=2725 PSI MODULUS OF ELASTICITY E=2000 KSI D. PARALLAM (PSL) UNITS: BENDING STRESS, FB=2900 PSI MODULUS OF ELASTICITY, E=2000 KSI 15. NAIL PLYWOOD WITH 8d COMMON NAILS AT 6 INCHES O.C. AT AL EDGES AND AT 12 INCHES O.C. AT INTERMEDIATE SUPPORTS. 16. PRE -DRILL HOLES FOR ALL NAILS LARGER THAN 20d. FIELD DRILL BOLT HOLES FOR PROPER MATCHING AND BEARING. 17. LEAD HOLES FOR LAG SCREWS SHALL BE INSTALLED AS PER NOS SECTION 9.1.2. LAG SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. 18. PROVIDE CUT WASHERS AT BOLTS IN WOOD WITHOUT STEEL PLATES. 19. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER. FABRICATION SHALL NOT BEGIN WITHOUT APPROVED SHOP DRAWINGS. PROVIDE WOOD GRADES AND FASTENER MANUFACTURER'S LOAD AND TEST DATA. 20. ALL ROUGH CARPENTRY SHALL PRODUCE JOINTS TRUE AND TIGHT AND WELL NAILED WITH MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS AND WITH ALL PERTINENT BUILDING CODES. THE SHIMMING OF SILLS, JOISTS, SHORT STUDS, TRIMMERS, HEADERS OR OTHER FRAMING MEMBER SHALL NOT BE PERMITTED. ALL WALLS AND PARTITIONS SHALL BE STRAIGHT, PLUMB AND ACCURATELY LOCATED. CAREFULLY SELECT ALL STRUCTURAL MEMBERS. INDIVIDUAL PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS MINOR DEFECTS WILL NOT INTERFERE WITH WOOD THE PLACING OF BOLTS, OR PROPER NAILING, OR THE MAKING OF SOUND CONNECTIONS. LUMBER 1. COMPLY WITH NATIONAL FOREST PRODUCTS MAY BE REJECTED BY THE ENGINEER OR ASSOCIATION (NFPA) NATIONAL DESIGN BUILDING INSPECTOR FOR EXCESSIVE WARP, SPECIFICATION (NDS) FOR WOOD TWIST, BOW OR CROOK, MILDEW, FUNGUS OR CONSTRUCTION. MOLD AS WELL AS FOR IMPROPER GRADE MARKING DEFECTS WHICH RENDER A PIECE 2. DESIGN VALUES FOR VISUALLY GRADED UNABLE TO SERVE ITS INTENDED FUNCTION. TIMBERS SHALL BE BASED ON THE PROVISIONS OF THE 21. ALL LUMBER, EXCEPT WHERE SPECIFICALLY AMERICAN SOCIETY FOR TESTING AND NOTED OTHERWISE, SHALL BE MILL SIZED MATERIALS (ASTM) STANDARD D245. AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR 3. EACH PIECE OF LUMBER SHALL BEAR THE CUP, AND SINGLE LENGTH PIECES. GRADE STAMP OF A GRADING RULES AGENCY APPROVED BY THE AMERICAN LUMBER 22. BUILDING PAPER: SHALL BE THE STANDARD STANDARDS COMMITTEE. EACH PIECE OF PRODUCT OF A MAJOR MANUFACTURER, LUMBER SHALL BE OF THE GRADE SPECIFIED SUITABLE FOR THE USES INTENDED, AND OR BETTER. WEIGHING AT LEAST 14 POUNDS PER 100 SQUARE FEET. 4. ALL LUMBER SHALL BE INSPECTED BY A GRADING AGENCY APPROVED BY THE BOARD 23. INSTALL ALL BLOCKING AS REQUIRED TO OF REVIEW OF THE AMERICAN LUMBER SUPPORT ALL ITEMS OF FINISH SUCH AS STANDARDS COMMITTEES (ALSC) AND SHALL BULKHEADS AND DOOR BUCKS. PROVIDE NOT BE CERTIFIED FOR CONFORMANCE WITH FIRE -BLOCKING TO CUT OFF ALL CONCEALED UNITED STATES DEPARTMENT OF COMMERCE DRAFT OPENING, BOTH VERTICAL AND VOLUNTARY PRODUCT STANDARDS PS 20-7- HORIZONTAL, BETWEEN CEILING AND FLOOR (AMERICAN SOFTWOOD LUMBER AREAS. VERIFY ALL REQUIRED BLOCKING WITH STANDARD). LOCAL BUILDING OFFICIAL. 5. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR 24. BOLTS SHALL BE INSTALLED IN HOLES BORED LOAD BEARING STUDS WITHOUT THE WITH A BIT 1/16 INCH LARGER THAN THE APPROVAL OF THE STRUCTURAL ENGINEER. DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL 6. PROVIDE STUD OR CRIPPLE BELOW EACH WASHERS UNDER HEADS AND NUTS. NUTS SHALL TRUSS AND JOIST BEARING. BE PULLED TIGHT AND AGAIN CHECKED AND TIGHTENED JUST PRIOR TO 7. DOUBLE UP FLOOR JOISTS UNDER ALL ENCLOSING BOLTED MEMBERS. COUNTER PARTITIONS. BORE FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS, 8. PROVIDE 2 INCH THICK SOLID BLOCKING AT AND THEN ONLY TO SUFFICIENT DEPTH TO HOUSE JOIST SUPPORTS. THE BOLT OR HEAD OR NUT AND WASHER. CUT OFF EXCESSIVE BOLT PROJECTION WHERE 10. MAXIMUM CONCENTRATED LOAD ON ANY JOIST NECESSARY. NICK THREADS TO PREVENT 100 POUNDS. ADD JOISTS WHEN LOOSENING. CONCENTRATED LOAD EXCEEDS 200 POUNDS. 25. SEE NAILING SCHEDULE, TABLE 25Q OF THE 1991 11. DOUBLE UP STUDS AT JAMBS AND UNDER UNIFORM BUILDING CODE FOR NAILING BEAMS. NOT SPECIFICALLY CALLED OUT ON THE DRAWINGS OR IN GENERAL NOTES. COMMON 12. PROVIDE HORIZONTAL BLOCKING AT 4'-0" NAILS SHALL BE USED WHEN NAILING IS VERTICALLY STAGGERED IN BEARING WALLS. SPECIFIED IN THE CONTRACT DOCUMENTS, SUCH AS AT SHEAR WALLS AND DIAPHRAGMS. 13. PROVIDE HORIZONTAL BLOCKING AT ALL ALL OTHER NAILING SHALL BE SUBMITTED PLYWOOD EDGES OF WALLS DESIGNATED ON TO THE STRUCTURAL ENGINEER WITH THE DRAWINGS AS SHEAR WALLS. BLOCKING APPROPRIATE TESTING CERTIFICATION PRIOR TO TO BE SAME MATERIAL AS WALL MATERIAL CONSTRUCTION FOR APPROVAL. 14. MAKE FRAMED CONNECTIONS WITH APPROVED FRAMING ANCHORS ON EACH SIDE OR APPROVED JOIST HANGERS BY SIMPSON, KANT�.(�E,F1a-Q& C jj {{%% jj ��((i✓VIEW 15. NAIL PLYWOOD 1YNfFTBaLOMMON NAILS AT INCHES O.C. AT AL EDGES AND AT 12 INCHES APPROVE5 MEDIATE 9UPPDRTS. DATE V .� MINIMUM NAILING SHALL BE AS FOLLOWS: JOIST TO SILL OR GIRDER, TOENAIL - (3) 8d BRIDGING TO JOIST, TOENAIL EACH END- (2) 8d SILL PLATE TO JOIST OR BLOCKING, FACE - 16d AT 16" O.C. TOP PLATE TO STUD, END NAIL - (2) 16d STUD TO SILL PLATE, END NAIL - (2) 16d DOUBLE STUDS, FACE NAIL - 16d, AT 24" O.C. DOUBLE TOP PLATES, FACE NAIL- 16d AT 16" O.C. TOP PLATES LAPS AND INTERSECTIONS, FACE NAIL - (2) 16d CONTINUOUS HEADER, TWO PIECES ­16d AT 16" O.C. ALONG FACE CEILING JOISTS INTO PLACE, TOENAIL - (3) 8d CONTINUOUS HEADER TO STUD, TOENAIL - (4) 8d CEILING JOISTS, LAPS OVER PARTITIONS - (3) 16d FACE NAIL. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL - (3) 16d BLOCKING OF UNSUPPORTED EDGES SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE NAIL RAFTER TO TOP PLATE, TOENAIL - (3) 8d BUILT-UP CORNER STUDS -16d AT 24" O.C. BUILT-UP GIRDER AND BEAMS - 20d AT 32" O.C. AT TOP AND BOTTOM AND STAGGERED -- (2) 20d AT ENDS AND AT EACH SPLICE 26. SHEATHING GRADE SHALL CONFORM TO EXTERIOR EXPOSURE: SHEAR WALLS. 10d AT 6" O.C. AT SUPPORTING ENDS 10d AT 12" O.C. AT FIELD FOR EACH PANEL. SHEATHING PANEL. iOD AT 12" O.C. AT FIELD & SUPPORTING ENDS. NAILING: 10d AT 6" O.C. AT BUILDING PERIMETER AND SHEAR WALLS. 10d AT 6" O.C. AT SUPPORTING ENDS OF EACH SHEATHING PANEL. 10d AT 12" O.C. AT FIELD FOR EACH SHEATHING PANEL. 27. PROVIDE BLOCKING FOR ALL SHEAR WALLS AND SHEATHING PANELS IN ADDITION THEY SHALL HAVE A MINIMUM OF 2-INCH NOMINAL BACKING AT EDGES. 28. BEAM -TO -COLUMN AND BEAM -TO -BEAM CONNECTIONS SHALL BE NAILED FOR BEAMS 2-INCHES IN WIDTH OR LESS AND BOLTED FOR BEAMS GREATER THAN 2- INCHES IN WIDTH UNLESS NOTED OTHERWISE. 29. WHERE MULTIPLE JOISTS OR HEADERS OCCUR, THERE SHALL BE A STUD FOR EACH MEMBER OF THE BEAM (I.E. PROVIDE DOUBLE STUDS UNDER DOUBLE JOISTS). 30. STUDDING SHALL BE DOUBLE AT ALL ANGLES, CORNERS AND ALL AROUND OPENINGS. 31. ALL OUTSIDE CORNERS SHALL BE LATERALLY BRACED WITH 4 FOOT X8 FOOT SHEETS OF 3/4-INCH THICK STRUCTURAL, EXTERIOR GRADE PLYWOOD NAILED WITH 8d NAILS AT 6" O.C. ALONG THE EDGES AND 12" O.C. AT THE INTERIOR STUDS. 32. PROVIDE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL STUD WALLS. 33. BEARING WALL STUDS SPACING REQUIREMENTS: WITH MAXIMUM LATERALLY UNSUPPORTED STUD HEIGHT OF 10'-0" WALL STUD SIZE AND SPACING SHALL BE: 2X4 AT 16" O.C. SUPPORTING ROOF AND A DOUBLE CEILING ONLY. 2x4 AT 16" O.C. SUPPORTING ROOF, CEILING AND ONE FLOOR ONLY. DOUBLE 2x4 AT 16" O.C. SUPPORTING ROOF, CEILING AND TWO FLOORS ONLY. DOUBLE 2X4 AT 8" O/C SUPPORTING ROOF,CEILING AND THREE FLOORS ONLY. 2x4 AT 16" O.C. ALL NON -LOAD BEARING Miami ShSPLs Village Building Department Zohing Dept. Date Building Dept. Date Subject to compliance with all Federal St and County rules and regulations. permit# _. Ivr, [;�M'UELLER RESIDENCE 7. NEW ONE-STEP EXTERIOR HELPER nrzexs: 1131 HE 104TH STREET MIAMI SHORES, FLORIDA SELF ►�0� tAUE�''"10 c ��••"sE �FR EN �vG 68�Z2 N° ISSUANCE DATE PERMIT/CONSTRUCTION "-22 0-By AIP Checked By Him P,q.1 ew ' N/A GENERAL NOTES & SITE PLAN I SO 1 OF 2 79'_R" EXISTING SLIDING GLASS DOOR NEW 42" HIGH POOL DECK RAILING I SLAB ON GRADE NEW PRESSURE TREATED 2x10 TREAD x T-0" LONG (3) EQUALLY SPACED 12d (3) PRESSURE TREATED, EQUALLY SPACED, STOOD UP VERTICALLY, 2x6 EXISTING TILE POOL DECK SET TREATED 2x6 INTO i tIoLtj uous 2x u,J -Q l to f UOUS 2x4 TOP & BOTTO ,—� W/ 12d, TYPICAL 4" ON CENTER, TYPICAL � Tl� _,I E0.�TOPEgF��vK oV1C C ro- PINDLES @ 3" ON CENTER, ['IFASTEN W/ (2) 6d TOP 8 A, TYPICAL MU s,�.-t�, w�cS J� • ..... lF •� •NSE•••9 G 5" SLAB ON GRADE a �L�vrS ��� E ••• o ggt22 :. S MUELLER RESIDENCE 7-NEW ONE-STEP EXTERIOR HELPER �ouxras 1131 NE 104TH STREET c�xr MIAMI SHORES, FLORIDA A 1 SELF G CONCRETE RETAINING WALLS ISSUANCE DATE PERMIT/CONSTRUCTIDN 5-13n I Y7/G jt 2 R'a�c cti ;-I RUCTURAL kE`', ! - ap"N APPROVED AND SECTION S1 2OF2