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RC-6-17-1549, 478 NE 92nd St (2)Miami Shores Village=BY:: Building Department10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201q c BUILDING Master Permit No. g c G I., dJ `[ / PERMIT APPLICATION Sub Permit No. F-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ZSHOP �y ( CONTRACTOR DRAWINGS JOB ADDRESS: 1 J L- t b �Ir City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: A Is the Building Historically Designated: Yes NO Occupancy Type: �_ Load: Construction Type: Flood Zone: BFE: FIFE: l/ \ OWNER: Name Simple Titleholder): L" r , / j C vV �-1 I q 3 (Fee p`d ILA Phone Address: � �-i q 'UC' � z 5k City: llV1 ( CX(AA i Sl to/< State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: � TO & �r City: +V 1 r 1 i Qualifier Name: Le_ct ) ,N w OVIA c') State Certification or Registration #: C� c DESIGNER: Architect/Engineer: p: �3 i� O Phone#: �— \m ul I' /' JIJU/Phone#: �� 'I o I zip: --s3c) �- one#: -7k' 'jj 1, z`( �s j Certificate of Competency #: hone#: Address: City: ! Value of Work for this Permit: $ I2d Q Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: 1 3 � l' lr S L\F e _ v a- -- f k t-1 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ Zip: ❑ Demolition CCF $ CO/CC $ _ DBPR $ Notary $, Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ 4(9 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 0 Zi 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 on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law 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 einspection fee will be charged. Signature I J Signature OWNER or AGENT CONTRACTOR The foregoing instrument �was (acknowledged before me this The foregoing instrument was acknowledged before me this day of 0 V YJ�-'� 20 I '9 by day of �1�� 20 by wht2! p o ally knownfio Y ho is personally known to me or who has produced c as me or who has produced ' as identification and who did take an oath. BLIC: Print: identification and who did take an oath. NOTARY PUBLIC: Si Print: r nus ;*. "" '11 K• GONZgLEZ Seal:`,••••,% LORETTACOMES Seal: * MYCOMMISSION#GG04g602 * MY COMMISSION $ FF V4664 ''� ;°"' Bonded PiRES. November 2, 2020 EXPIRES: March 21, 2020Thru Notary Public Underwriters J�"IF 10' Bonded Thru Budget Notary Services APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 134" OPENING 45%4" , , 40" - 4TR @ 10" 471% p LANDING TOP U ELEV. 829"; III 4U72. 1%z" 43Y2" OPENING K PLAN VIEW Miami Shores Village ZONING'PT BBhLDG DEPT �\ IN- @ wf SS013JE ,T TO COMPLIAN co SInIFMJDCOUNTYRU v Cl) Aj •• •• • BY �II MI I INS • •• •• • • • J • J • .. •�:�_ L •_0—•—•_•—� • 2 - POWERS ICBO-ER 53330 DRIVE PINS X 3" LONG. 2X4 SECURED TO RISER W/2.16d NAILS (2X4 DOES NOT NEED TO GO FROM STRINGER TO STRINGER.) 14 GA. STL. STRAP (USP RT12F OR EQUIVALENT) OR 18 GA 12" STRAP (MSTA12) W/1 OD � NAILS __ _1 1 1 L 8d NAILS TO SECURE STRAP TO BOTTOM OF STRINGER (USE EVERY ZUSE cr OTHER STRAP HOLE) HIUSE HILTI - XZF22P8THB X 1" LONG DRIVE PINS DRIVEN INTO LO SLAB TO ATTACH STRAP DETAIL A STAIR TO SLAB CONNECTION 2x6 LANDING W/3/4" CDX PLYWD GLUED AND NAILED. MEMBERS ARE 16" OC MAX. LANDING SECURED TO BILK. WALL W/1/4" TAPCONS 2" MIN EMBED @12" OC CORNER MEMBERS ATTACHED WITH MULTI PURPOSE FRAMING ANGLE MP3 MIAMI DADE COUNTY 01.0417.11 EACH MEMBER CONNECTED TO EACH OTHER W/ STL. HURRICANE BUTTERFLY CLIPS (USP CLPBF OR EQUIVALENT) MIAMI DADE COUNTY 02-0102.05 WAZONF'� CE-UL LANDING SECURED TO 4X4 POST W/ONE (1) 14"GA. 12" STRAP W/8d NAILS (USE EVERY OTHER HOLE) CONNECT END RISER TO STRINGER USING SIMPSON A - 35 CLIPS W/ 6 - 12D NAILS E/SIDE & SIMPSON A-34 CLIPS W/4 12D NAILS E/SIDE OF CLIP 2X12 YIP RISER 5/4 SOUTHERN YELLOW PINE #2 TREADS (ACTUAL THICKNESS IS 1") 2X12 SOUTHERN YELLOW PINE #1 K.D.19 STRINGER ROUTED TO RECEIVE TREADS & RISERS 1/2"CDX PLYWOOD RISERS 2X2 BLOCK 6" TO 12" LONG NAILED & / GLUED TO TREAD & RISER i FASTEN END RISER PLACED 0 F 7o CONCRET SLAB 2X12 STAIR CENTER OF W/(6) 0," X 3'" STRINGER TREAD TAPCON TO WOOD MEMBER �� ALL TREAD & RISER LAG SCREWDIA.S X a^ — )t L� ARE GLUED & LAG SCREWS rl� WEDGED W/WOOD WEDGESTO STRINGERS DETAIL B STAIR ATTACHMENT 2 X 12 STRINGER 4"MIN ATTACHED TO LANDING STRINGER W/ ONE 14GA STL STRAP BRG. (USP RT12F OR EQUIVALENT) NAILED TO LANDING W/4-8d NAILS AND NAILED TO INSIDE FACE OF STRINGER W/4-8d NAILS USED EVERY OTHER HOLE ADDITIONAL BEARING MAY BE OBTAINED BY ADDING A 1XWITH 8dNAILS ORA 2X WITH 16d NAILS USING _ 3 NAILS VERTICALLY ALIGNED @12" O.C. 0 i f—/ 12" OC 4X4 POSTS SECURED TO SLAB W/STL POST ANCHOR (USP D44 OR EQUIVALENT) SHOT W/DRIVE PINS TO SLAB & NAILED TO POST W/4-8d NAILS 2 SIDES. DETAIL D LANDING TO POST AND WALL CONNECTIONS FF•f'• • • • • r ". &%NVACTURER PROJECT / ADDRESS MODEL DRAWN BY: IV1C.7 'RI• ° • • ° • • • WOD6RN STAIR & AILING OWD BY: • . ° ° �,OA32�OV,.. 21 AV9 Qom• 478 NE 92 ST 6/20/18 PHONE F:1304-6�482 MIAMI SHORES, FL WOOD STAIR DATE ISSUED: REV DATE: DETAIL C ROUTED CLOSED RISER brute 8r�uce, Inc. ❑ approved i approved as corrected ❑ rejected revise & resubmit This review is only for general conformance with the design concept of the project and general compliance with the information given in the Construct Documents. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertoins solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of the Work of all trades; and for performing all work a safe and s Bisfact man y SHEET: 1 OF: SIDE VIEW x 3 NEWEL POST Y4' 1 1Y' 1 a' 12 12 WOOD SCREWS WITH 1' 12 # 12 WDOD R EXTERIOR SIDE ENTH P E PENETRATION AT INTERIOR SID SECTION 3 V x 3 h' NEWEL POST Y* I 1" 13/4' 2 x 12 STRINGER DENOTES O WOOD SCREWS FROM INTERIOR LEG BEHIND STRINGER I 1° FIN. FLOOR DENOTES • WOOD SCREWS EXTERIOR SIDE FROM AT EXTERIOR LEG POST TO STRINGER CONNECTION BALCONY RAILING TYPICAL STARTER POST-DETAIL�w;Bv { 12 A 12 WOOD SCREWS WITH 11' PENETRATION AT EXTERIOR SIDE brute & brute, Inc. M"I"Ovea ❑approved ne coneded ❑raectea ❑m �sparmvamn This review is only far general conformance with the design concept of the project and general compliance with the information given In the Construct Documents. Corrections or comments mode on the shop drawings during this review do not relieve the contractor from compliance with requirements of the plans and Specificatianl. Approval of a specific item shall not include approval of an assembly of which the Item is a component. Contractor is responsible for: dimensions to be confirmed old correlated of the jobsite: Information Ihat pertains solely to the labricatlon processes or to the means, methods. lechniques, sequences, and procedures .1 con tructian, Coordination of the Work of all trades; Ind for performing all work in I safe Intl satisfactory manner. Victor Bruce Date: 2 x 12 STRINGER • � a 12 112 WOOD SCREWS WITH 11- • PENETRATION AT INTERIOR SIDE • • • • • • • •'i••!• 2 x 12 STRINGER DENOTES • WOOD SCREWS FROM AT INTERIOR LEG INTERIOR SIDE •••O TOP VIEW SEC?I i�i • 9 L 00.• • 3 x a NEWEL POST • • 7 � •••e• •••• • Do • •• o "1oe0411, • • a • • • l • • • • •• • ••e•• • • a a •• • J•••• ••tea • � • • f • 3 h' x 3 V NEWEL POST DENOTES O WOOD SCREWS FROM EXTERIOR LEG BEHIND STRINGER .f .I •I in 0 o C. 193 Nita III oil" Miami Shores Village Building Department Te fil©RIS)Q' 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795-2204 • Fax; (305)756-8972 RECEIPT PERVIIT „ . �, � I `� DATE: 4 am To I, eff Contractor a Owner ❑ Architect Picked up 2 sets of plans and (other) � iiYrcQ fist O h Address: 4-7 R N - "'I Z Frorri the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miaiti Shores Village Building D ment to cont� ue permitting process. Acknowledged by: I �. ^ PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CI EARK INITIAL: 'S ° ORES V'!9 C+ FAO RW PERMIT ADDRESS APPLICATION DATE EXPIRATION DATE: CONTACTS Applicant Contractor 478 NE 92 ST Miami Shores, FL 06/09/2017 SQUARE FEET: 05/06/2019 VALUATION: NAME THOMAS ROGER & CHRISTIN WHITE THOMAS ROGER & CHRISTIN WHITE ROBERTO COMES ROBERTO COMES Owner THOMAS ROGER & CHRISTIN WHITE THOMAS ROGER & CHRISTIN WHITE REVIEW ITEM Structural v.1 PARCEL: 1132060140020 1,796.00 DESCRIPTION: NEW 2 STORY ADDITION FOR MASTER SUITE AND $300,000.00 ADDITION OF 2 CAR GARAGE COMPANY ADDRESS LEADING EDGE CONTRACTOR SERVICES INC LEADING EDGE CONTRACTOR SERVICES INC STATUS Approved 478 NE 92 ST MIAMI SHORES, FL 33138 478 NE 92 ST MIAMI SHORES, FL 33138 17025 NW 78 AVE MIAMI, FL 33015 17025 NW 78 AVE MIAMI, FL 33015 478 NE 92 ST MIAMI SHORES, FL 33138 478 NE 92 ST MIAMI SHORES. FL 33138 REVIEWER Orlando Blanco email: null16 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: R312.1.2 Height. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches (914 mm) in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Structural v.1 Approved Orlando Blanco email: null16 February 04, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING INT%� PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING 1AN2510p 60 FBC 20 n Master Permit No. V Lc- 6 1-7 1 Y -/ 5 Sub Permit No. CI —14549 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION 2SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name : derFee Simple Titleholder): , �j-7 r (P ) CSC t-d �% �( �L Phone#: .�`-'S Address: 1 l -3 0 t% `(2 City : yyl t %'Xknn " >kA State: \ Zip Tenant/Lessee Name: Phone#:_ Email CONTRACTOR: Company Name: ���� �� dor f��—�`, `� Phone#: -Z I � 'A z �( yl Address: Z�% U,/- t G City: �' �'`� �"1�^ State: Zip: Qualifier Name: "�id'y (' C am, Phone#: State Certification or Registration #: �-�� �� �'�`�� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: 'l-cw i ��r J hti�� d�� iV\ Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ Zip: ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding 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 law 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 Signature OWNER or AGENT The forgoing instrument was acknowledged before me this 2day of _20--W— , by h personal) to me or w o has pfoduced as identification rind who did take an oath. NOTARY PU LIC% — Signature CONTRACTOR The foregoing instrument was acknowledged before me this 25 day of AAJ20, by who is p on Ily kn n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as i �\ • �c, Sign: Sign: �� ; y �_ Print: Print: =a:�a =o• Seal: roe""Y'°e<.� LORETTACOMES Seal:T' Y f ~ a oti ��• MY COMMISSION # FF 954664 l• %°9'• S38 a� ✓%>)�� * *EXPIRES: March 21, 2020 /// ., Bonded ThruBudget Notary Servkee APPROVED BY Plans Examiner Zoning f Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �I1N �d� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FZ 4-vf ,�tF BC(2 o I I �I BUILDING Master Permit No. " PERMIT APPLICATION Sub Permit No.9,GI-1 ^ 145401 ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP ^� n! C9 I� J i CONTRACTOR DRAWINGS JOB ADDRESS: Lt l 1 I' �'' ` � � City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: nConstruction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): 1 \o \�� �'`� �� Phone#: -5 7 -245, Address: �1 �l �JG 9 —L �X I ,�p 1 3 City: V� `� `^�✓1 � ��b ���5 State: � \ Zip: Tenant/Lessee Name: Phone#: Email: �(�• L CONTRACTOR: Company Name: L��A� L �� ` )E' \ v1'f r�L Phone#: 1Q '6 k4016 10 Address:Z� City: 4'Vk t,,�.Z�kl� Qualifier Name: Zip: ne#: �` _ ?�(� &--, State Certification or Registration #: L>L I Z� �' �I Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: State: Address: City: State Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Zip: ❑ Demolition we , Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC'$ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State WE 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 law 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. Signature / Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 by who personall t me or who has produced as The foregoing instrument was acknowledged before me this 5 day ofDrtJ , 20 t i , by P—QUA-T CUB_ wh is r onally n to me or who has produced identification Ad who did take an oath. identification and who did take an oath. as NOTARY PUBL NOTARY PUBLIC: ign: ^� Sign: Print: t Print:u�=cn� �a:o d�n1i.No Seal: o�'":: ct LORMA COMES ' Seal: ` a (a �� m MY COMMISSION # FF 954664 *XPIp98: Metdt 21, 2020 °�i� ilPhtudiJdgdNaWrySerrices FW �y0, .:: s�,. ���• 40RIDA •�` �f3b 5����\ APPROVED BY Plans Examiner Zoning g Structural Review Clerk (Revised02/24/2014) `)ATE: 12 18 Ib FE iiS ONS E '! ALUMINUM BALCONY RAILING H: 42" ELEVATION 17'-011 141V� w ¢ m field verify MAX. 4'-0" to N O Nw00 TOP RAIL ALUM. N p mM RT 2"xl „x18" t3 U °' x r `` m u- N E SPACE REJECTE TO 4" 0 SPHERE ALUM. POST a� u o a c s ST 2"x2"�4" U = 00 n �, M 0 ALUM. FB •= `' u a .S w E E Y ICKETS ALUM. -0 " 0 SOLID BAR Y2'x%" BASE PLATE a 0 _ a 0 a) Q� SEE DETAIL a)(_ 6 _ 3 XISTING Lu w °6 m CONC. SLAB zof ..A4- A '° 9 e °'• ° 'A d. ..,.a•<..°.'.. I.e•.a d .° .° °•d d° :a °° 'A'. a �.. Q..•°' •Q c °. .A A. A. A• e d ° in g W Q coordinate installation of �iC .•n " Q Z railing & height of railing fvilami Shores Village CO with installation height of finish floor selection APPROVED � BY � DATE Q 0 w GENERAL NOTES : 7 7�'WG DEP i — ALL STRUCTURAL ELEMENTS TO BE ALUMINUM 6061—T6. l rrPT v 4 — ALL CONNECTIONS TO BE FULLY WELDED Y8"—ER5356 nr D �` - ALL STRUCTURES DESIGNED IN ACCORDANCE WITH: - / F- F.B.0 d 2017 `_C TO COh1PLIF:JCt W, LL. F W U) A.S.C.E 7-10 R� -� ���� ���� v O � O ALUMINUM DESIGN MANUAL 2005 NOTIFY ENGINEER OF ANY ERRORS OMISSIONS FOUND OR IF BASE PLATE DETAIL j — / ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD BEFORE PROCEEDING w z Q WITH THE WORK. o- rn — ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR MANSORY MATERIALS go�► SHALL BE PROTECTED WITH HEAVY —BODIED BITUMINOUS PAINT. ALUM PLATE 4"X4"xY4" W V ME — CONTRACTOR MUST VERIFY DIMENSIONS ON JOB SITE W/(4)%" O WEDGE BOLT AN BEFORE MANUFACTURE. 319 SHEET DESC RIB' ON — POWDER COATING SATIN BLACK PAINT. for all railings, pickets, posts, plates, and exposed welds & connectors (MIN.EMB 3Y") INTO EXISTIN — WEDGE BOLT ANCHORS HEADS WILL BE FINISHED WITH TWO APLICATIONS OF O CONCRETE SLAB. A RUST —INHIBITING COATING AFTER INSTALLATION. 11' •• ••. EDGE DISTANCE > 22 '\'-TES/E :. .—• I_E ` — BASE PLATES AND WEDGE BOLT ANCHORS HEADS WILL BE CONCEALED BY A • •• DECORATIVE ALUMINUM COVER FINISHED IN SATIN BLACK PAINT TO MATCH ••.. ..1 2 THE RAILING AND SEALED WATERLIGHT AGAINST THE TILE AND POSTS. RAILING DESIGN LOADS ALUM POST 000' •'694"' "' ' THE FOLLOWING LOADS WERE USED: — POST: `200_LBFi (ON TOP) • • • • • 11 •• • • • 2 X2 X/4 • t� •• .. • • 4 •ST • •• , • — 50 PLF (IN ANY DIRECTION ON TOP RAIL) — 25 PSF (ON AREA BETWEEN PICKETS AND FLOOR) — ALL LOADS ARE NON CONCURRENT. • Balcony Plan ALUMINUM BALCONY LATERAL VIEW 'e 2'-2" T P RAIL ALUM. a ETAIL A RT 2"x 1 "x%" ALUM. POST e XISTING ST 2"x2"x%4" o o Q a a CONC. WALL O CKETS ALUM. _ N > LID BAR "x% % > a ° SPACE REJECTED O C TO 4"0 SPHERE ALUM. FB 22" 2rrIV rr 2 . BASE PLATE n WITH COVER SEE DETAIL <.. FINISH TILE ON SETTING MATERIAL OVER EXISTING CONCRETE SLAB coordinate installation of railing & height of railing with installation height of finish floor selection (1) #10 METAL SCREW ALUM RT 2"x1 "x%" ALUMINUM BRACKET Brij W/0) /8"0 WEDGE BOLT ANCHOR 2/2., (MIN.EMB 3Y") INTO EXISTING CONCRETE WALL. `-EXISTING SECOND 2.-6rr g FLOOR CONCRETE SLAB brute & brute, Inc. approved Iol approved as corrected rejected ❑ revise & resubmit This review is only for general conformance with the design concept of the project and general compliance with the information given in the Construct Documents. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication Processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of the work of all trades; and for performing all work in a safe and satisfactory manner. Wgi'dy s9natl by v"' B" DN: CNB, E—@bz-ai. mm', Victor Bruce O.=l 66m e, Inc: CN.VI wBmae Cont, i n.va 5 310 oa 0 nowmem comaaJnm: sos3wsmo Date: I om.:am s.etn assz:raosoc• rE: 12�1 _ nr=,���or•Is �: N m W a� � rnw N N 0 0 to N .; W I �M c MVO U W a — ._ ENE i o U Z V) U 00 a r� fry J H w zUJ ULLJ M LL Q z Q J 0 J U') 3 00 f— p w w w coordinate installation of DETAIL A L) U) W Lu bracket while avoiding 0 c O damaging existing application of stucco over CN rn w masonry/cone. a z Q (1) #10 SELT TAP SCREW ALUM RT 2"x1"x8" ALUMINUM BRACKET W/0) / "0 WEDGE BOLT ANCHOR (MIN.EMB 3Y2") INTO EXISTING CONCRETE WALL. 211 F_� I Esc, Rli ' i iC I • • �i�rr� �I r •• ••• • ••• ••• • Powder coating satin black paint for all railings, pickets, post:;; p ate:g, s ; • ; and exposed welds & co*-inc c-w6!s : .