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ENTERTAINMENT L--tLj- --_ --- - _ _ - I L ---r -i r- _ J, >5_U_ 1/-4- ----1 - `1 --l' -- I' REMOVE TING DECK IN1SH ANDt T 1� PLYWOOD SHEATHING. CE NEW _ _._..___TP1_ _TT- - - - - N ._ #, 1 THINSET TILE ON VULKE 350/351 ON 3I4" t A PLYWOOD SHEATHING. AN ALTERNATE I 1 I D THE MASTER SEAL TRAF iIC 1500 SYSTEM 1 I _._I S2.1 D MAY BE USED IN LIEU OF ULKEM 350/351 LJ S2.1 A REMOVE EXISTING DECK FINISH AND S2.1 _ILl 1 1 U PLYWOOD SHEATHING. PLACE NEW THINSET TILE ON VULKEM 350/351 ON 3/4" PLYWOOD SHEATHING. AS AN ALTERNATE THE MASTER SEAL TRAFFIC 1500 SYSTEM SECOND p q REPAIR p MAY BE USED 1N LIEU OF VULKEM 350/351 SE ' V D FLOOR BALCONY REPAI R PLAN GENERAL NOTES 110.7 STRUCTURAL WORK SHALL BE INSPECTED IN ACCOF;DANCE WITH ALL LOCAL 120.4 THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL 610.4 STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE ASTM A36. 620.3 ALL PANELS ORDINANCES. THE CONTRACTOR SHALL ENGAGE AN EXPERIENCED, DRAWINGS, OR PORTIONS THEREOF, INTO SHOP DRAWINGS OR ERECTION WHICH HAVE ANY EDGE OR FACE PERM ENTLY EXPOSED TO CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS THE WEATHER SHALL BE CLASSED EXTERIOR, EXCE OPEN SOFFITS OR 100. DESIGN CRITERIA QUALIFIED INSPECTION AGENCY, SUBJECT TO THE REVIEW OF THE DRAWINGS TO BE SUBMITTED FOR THIS PROJECT WITHOUT FIRST ENGINEER, TO PERFORM ALL INSPECTION WORK, AS REQUIRED. OBTAINING THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING METALS FOR REVIEW BY STRUCTURAL ENGINEER. ROOF SHEATHING EXPOSED ON THE UNDERSIDE MA 'BE CLASSED SERVICES. SUBMITTED SHOP DRAWINGS WHICH CONTAIN COPIES OR 610.5 ALL BOLTS SHALL BE 5/8" DIAMETER ASTM A307 UNLESS NOTED OTHERWISE ' EXPOSURE 1. 100.1 DESIGN BUILDING CODE: 110.8 STRUCTURAL WORK SHALL BE TESTED IN ACCORDANCE WITH THE REPRODUCTIONS OF ANY PORTION OF THE STRUCTURAL DRAWINGS A. FLORIDA BUILDING CODE, SIXTH EDITION (2017) REQUIREMENTS OF THE GENERAL NOTES. THE CONTRACTOR SHALL WITHOUT THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING WITH 2 WASHERS PER BOLT UNLESS OTHERWISE NOTED. 620.4 ALL PANELS INSTALLED IN FLOORS SHALL HAVE TON IIUE-AND-GROOVE ENGAGE AN EXPERIENCED, QUALIFIED TESTING AGENCY, SUBJECT TO THE SERVICES WILL BE RETURNED REJECTED. PERMISSION FOR A SPECIFIC 610.6 ALL CONTINUOUS WOOD POSTS EDGES. REVIEW OF THE ARCHITECT, TO PERFORM ALL TESTING WORK, AS CONTRACTOR OR SUB -CONTRACTOR TO USE PORTIONS OF THE AND/OR COLUMNS SHALL HAVE BLOCKING 100.2 GRAVITY LOADS: REQUIRED. INSTALLED WITHIN THE DEPTH OF THE FLOOR FRAMING AS REQUIRED TO 620.5 THE USE OF ORIENTED STRAND BOARD S STRUCTURAL DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS TRUC U P TRA (PANELS IN FLOOR PROVIDE LOAD CONTINUITY BETWEEN FLOOR LEVELS. CONSTRUCTION IS PROHIBITED UNLESS APPROVED THE ARCHITECT. A. FLOOR LIVE LOADS: REQUIRES THAT CONTRACTOR OR SUB -CONTRACTOR TO ENTER INTO A 110.9 THE CONTRACTOR SHALL DESIGN AND SUBMIT CALCULATIONS AND SHOP WRITTEN AGREEMENT WITH ATLANTIC ENGINEERING SERVICES AND TO PAY 610.7 PRESSURE TREAT WITH WATER -BORNE PRESERVATIVES ALL LUMBER FOR 620.6 ALL FLOOR STRUCTURAL DRAWINGS, SIGNED AND SEALED BY A PROFESSIONI ENGINEER LICENSED A SERVICE FEE. SUCH AGREEMENT IS NON-TRANSFERRABLE AND IS SILL PLATES AND OTHER WOOD WHICH MAY BE EXPOSED TO WEATHER R PANELS SHALL BE GLUED D SCREWED WITH 1. .GROUND FLOOR 40 PSF TO PRACTICE IN THE STATE OF FLORIDA, FOR ALL PF;E-FABRICATED STAIRS, EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS EARTH. P O #12 FLATHEAD STAINLESS STEEL SCREWS, 2" PENET TION AT 6" PRESSURE TREATMENT SHALL COMPLY WITH REQUIREMENTS OF CENTER AT ALL ENDS AND EDGES AND AT 6" ON CEN R AT ALL ON 2. ELEVATED FLOORS 40 PSF PLATFORMS, HANDRAILS, GUARDS, AND/OR LADDERS. DESIGN OF THESE PROJECT. AWPA STANDARDS C2 AND LP -22. COMPONENTS SHALL MEET ALL RELEVANT REQUIREMENTS OF THE DESIGN INTERMEDIATE SUPPORTS. 3. BALCONY 40 PSF BUILDING CODE. I 120.5 THE CONTRACTOR SHALL SUBMIT ELECTRONIC OR PRINTED COPIES OF 610.8 ALL WOOD JOIST OR HEADERS ENDS WHICH FRAME INTO BEAMS SHALL BE 620.7 ALL PLYWOOD PANELS SHALL COMPLY WITH THE WIN UPLIFT SHOP DRAWINGS (ELECTRONIC COPIES ARE PREFERRED). COPIES SHALL BE HUNG WITH THE FOLLOWING JOISTS HANGERS, AS MANUFACTURED BY REQUIREMENTS OF NM519 FOR FULLY-WIND-IRESISTN E ROOF ASSEMBLIES B. HANDRAIL AND GUARD LOADS: 120. SHOP DRAWINGS SUBMITTED TO ATLANTIC ENGINEERING SERVICES IN PDF FILE FORMAT (ISO SIMPSON STRONG -TIE COMPANY, INC., OR WITH APPROVED SUBSTITUTES COMPLYING WITH UL CLASS 90 CLASSIFICATION. 32000-1), WITH ONE (1) ELECTRONIC FILE PER SUBMISSION. ATLANTIC WITH THE FOLLOWING WORKING LOAD CAPACITIES. 1. UNIFORM LOAD (ANY DIRECTION) 50 PLF 120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS F' OR REVIEW BY ENGINEERING SERVICES WILL REVIEW, ANNOTATE, AND RETURN ONE (1) 2. CONCENTRATED LOAD (ANY DIRECTION) 200 LB. ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. SHOP FILE TO THE ARCHITECT FOR THEIR REVIEW AND DISTRIBUTION TO THE JOIST SIMPSON DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS CONTRACTOR. LOAD 110. GENERAL INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SIZE HANGER CAPACITY A WATERPROOF MEMBRANE PROD120.6 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS 2X6 U26 705 LBS. 110.1 THESE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON ATLANTIC PRODUCT DATA. PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR 2X8 B. SEALANTS. U26 GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE 2X10 U210 1,1 LBS. ENGINEERING SERVICES CADD SYSTEM. ANY OTHER LETTERING, LINES OR C. ENGINEERED WOOD COMPONENTS (GLUED -LAMINATED WOOD FRAMING, CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO 2X12 1,175 LBS. SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE PLYWOOD CHORD FLOOR TRUSSES, ETC.) NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT 2.6 U210 1,175 LBS. BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC ENGINEERING D. COLD FORMED STEEL FABRICATIONS UTILIZED IN WOOD -TO -WOOD DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS 2-2X8 HU28-2 1,3 LBS. SERVICES AND ARE INVALID. CONNECTIONS. HU28 2 1 303 LB I WORK IN A SAFE AND SATISFACTORY MANNER. � S• 2-2X10 HU210-2 1,666 LBS. 110.2 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE 120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE 610. STRUCTURAL LUMBER 2-2X12 HU212-2 2,016 LBS INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT 13E LIMITED TO: MEMBER 610.1 ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE W 610.9 ALL FRAMING CONNECTORS, NAILS AND SCREWS SHALL BE STAINLESS DIMENSIONS. WITH THE STEEL. SIZES AND DIMENSIONS; GRADES OF MATERIAL FURNISHED; MATERIAL "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS - 110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS PREPARATION REQUIRED; MATERIAL FINISH AND MATERIAL COATINGS TO BE LATEST EDITION) PUBLISHED BY THE AMERICAN WOOD COUNCIL. 610.10 ALTERNATE CONNECTION DETAILS MAY BE USED IF SU FURNISHED; INFORMATION REGARDING CUTS, COPE,;, AND HOLES CH DETAILS ARE INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND REQUIRED FOR OTHER TRADES; END CONNECTIONS; CAMBER AND OTHER 610.2 ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM NO2 G SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL.. HOWEVER, THE.. EXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS NOT .RADE SOUTHERN ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE FURNISHED ON DRAWINGS, THE CONTRACTOR SHALL SUBMIT A REQUEST DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION PINE AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM ALLOWABLE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED FOR INFORMATION TO OBTAIN THE DIMENSION. PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION. DESIGN STRESSES (NOT INCORPORATING THE SIZE ADJUSTMENT FACTOR DETAILS SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE (CF)) AND MODULUS OF ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES. 110.4 UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OF STRUCTURAL 120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS SHALL 19%: COMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED ON DRAWINGS. HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOU13 SUBMISSION 620. STRUCTURAL WOOD PANELS/WOOD SHEATHING OFF1 E COPY CLOUDED OR OTHERWISE IDENTIFIED ON THE RESUBMITTED SHEETS. A. Fb.(BENDING) 750 PSI 110.5 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, RESUBMITTALS AND RECORD COPY SUBMITTALS WITHOUT IDENTIFICATION B. Fv.(SHEAR) 175 PSI 620.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH A ETC., AND SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES, OF REVISIONS WILL BE REJECTED WITHOUT REVIEW. C. Fc.(COMPRESSION) 1,250 PSI CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND SPAN ADDITIONAL INFORMATION, ETC., BEFORE BEGINNING THE WORK. D. Ft.(TENSION) 450 PSI RATING REQUIREMENTS. THE CENTER -TO -CENTER SPACING IN INCHES 110.6 THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF E. E 1,400,000 PSI SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. REVIEWED FOR CODE OMPLIANCE INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE WITH THE CITY OF ATLANTI BEACH EXISTING STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH 610.3 ALL LUMBER SHALL COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBER RECOMMENDATIONS OF THE APA. A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING STANDARD" AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES SEE PERMITS FOR A DITIONAL STRUCTURES TO REMAIN. PROVIDE SHORING AS REQUIRED. CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY -MARK EACH PIECE 620.2 PANELS SHALL COMPLY WITH USDOC PS -1 OR II AND APA PRP -108 AND REQUIREMENTS AND ONDITIONS OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING SHALL MEET THE FOLLOWING REQUIREMENTS: COMPLIANCE WITH GRADING RULE REQUIREMENTS. _ -_ - REVIEWED BY.-_/21ATE: 5-1221261, .�ITLANTIC ENCIIIIEEiiiNG 6501 Arlington Expressway Bldg B, Suite 201 Jacksonville, FL 32211 p 904.743.4633 f 904.725.9295 www.aespj.com FL COA #791 CONSTRUCTION SEAL: MARK J KEISTER PE 37435 ,•° J. KE, • CEIV •,..... .S • NO. 37435 '�' :• til STATE O •t , RE ED ISSUED FOR: REV DATE DESCRIPTION PROJECT NO. 319-104.01 DATE: 04.29.2019 DRAWN BY: JEM CHECKED BY: MJK SHEET TITLE: SECOND FLOOR PLAN SHEET NO. s1.1 z O W Z Q W F= _< 0 Cie >O coW U V W LU Q 6.L. cn LU >_ mz Q rte �+ J O' J Q r. U CONSTRUCTION SEAL: MARK J KEISTER PE 37435 ,•° J. KE, • CEIV •,..... .S • NO. 37435 '�' :• til STATE O •t , RE ED ISSUED FOR: REV DATE DESCRIPTION PROJECT NO. 319-104.01 DATE: 04.29.2019 DRAWN BY: JEM CHECKED BY: MJK SHEET TITLE: SECOND FLOOR PLAN SHEET NO. s1.1 THINSET TILE VULKEM 351 T EXISTING WOOD JOIST VULKEM 350 DETAIL COAT VULKEM 350 BASE COAT 3/4" PLYWOOD SHEATHING PLYWOOD JOINT FILL WITH DYMONIC 100 SEALANT TYPICAL CONCRETE BOARD JOINT DETAIL SCALE: 1 1/2" = V-0" NOTE: 1. MINIMUM COAT THICKNESS 25 MILS EXISTING WOOD FRAMED WALL DYMONIC 100 - SEALANT EXISTING FLOOR TRUSS C, N it N 0 rn 0 S2 EXISTING SLIDING DOOR SEALANT THINSET TILE - DYMONIC 100 8'/MIN VULKEM 351 TOP COAT - VULKEM 350 BASE COAT VULKEM 350 DETAIL COAT I� EXISTING WOOD BEAM PLYWOOD SHEATHING EXISTING WOOD JOIST EXISTING 8" CMU DETAIL SCALE: 1 1/2"= 1'-0" S2.1 NOTE: 1. MINIMUM COAT THICKNESS 25 MILS EXISTING WOOD SHAKES ON WOOD FURRING O" 8" THINSET TILE J NEW WOOD SHAKES ON WOOD FURRING MATCH EXISTING VULKEM 351 TOP COAT VULKEM 350 BASE COAT VULKEM 350 DETAIL COAT EXISTING WOOD BEAM PLYWOOD SHEATHING EXISTING WOOD JOIS1 EXISTING 8" CMU DETAIL F SCALE: 1 1/2" = 1'-0" S2.1 NOTE: 1. MINIMUM COAT THICKNESS 25 MILS VINYL'. FASCIA FLASHING NAIL INITH 10d RING SHANK NAILS AT 6" OC EXISTING WOOD JOIST DETAIL q SCALE: 1 1/2" = 1'-0" S2.1 NOTE: 1. MINIMUM COAT THICKNESS 25 MILS EXISTING VAPOR BARRIER EXISTING SIDING EXISTING WOOD SHAKES ON WOOD FURRING NEW WOOD SHAKES ON WOOD FURRING MATCH EXISTING DUALFLEX EMBEDDED 0" VULKEM 350 DETAIL COAT IN BASE COAT - THINSET TILE DYMONIC 100 , ,N� � 8 MIN THINSET TILE VULKEM 351 TOP COAT SEALANT VULKEM 351 TOP COAT Z VULKEM 3LBASEOAT VULKEM 350 BASE COAT � � 3/4" PLYWOOD SHEATHING vwvrvl�V MJ Rr-WU1 %r -U FOR NEW 3/4" PLYWOOD EXISTING WOOD JOIST DETAIL p SCALE: 1 1/2"= 1'-0" S2.1 TYPICAL BALCONY POST OR HANDRAIL POST NOTE: 1. MINIMUM COAT THICKNESS 25 MILS ALTERNATE MASTER SEAL TRAFFIC 1500 DECK MEMBRANE SYSTEM SEALANT - BASF NPI OR NP100 DETAIL COAT - MASTER SEAL M200/M205 BASE COAT - MASTER SEAL M200/M205 TOP COAT - MASTER SEAL TC225/TC235 VULKEM 350 DETAIL COAT THINSET TILE VULKEM 351 TOP COAT VULKEM 350 BASE COAT 3/4" PLYWOOD SHEATHING PLYWOOD SHE THING EXISTTNG WO JOIST EXISTING FLOOR TRUSS EXISTING 8" CMU DETAIL B SCALE: 1 1/2"= V-0" S2.1 NOTE: 1. MINIMUM COAT THICKNESS 25 MILS — EXISTING SLIDING GLASS DOOR 2MINSEALANT THINSET TILE DYMONIC 100 SEALANT L VU KEM 351 TOP COAT \/1 II Ilt=RA ecn MAC+r n�wT EXISTING FLOOR TRUSS I EXISTING WOO[ EXISTING WOOL ..,.. EXISTING 8" CMU DETAIL E SCALE: 1 1/2"= V-0" S2.1 NOTE: 1. MINIMUM COAT THICKNESS 25 MILS PLYW(JOD SHEATHING OFFICE COPY AES ATLANTIC ENGINE EA1No 6501 Arlington Expressway Bldg B, Suite 201 Jacksonville, FL 32211 p 904.743.4633 f 904.725.9295 www.aespj.com FL COA #791 W >— Ion 7F v Z Q �. O _I L ! Q �. U Q m CONSTRUCTION SEAL: MARK J KEISTER PE 37435 11111,// .1. KE 0 •` CEN ��'. NO. 37436 EOF Z VIS D / ISSUED FOR: REV DATE DESCRIPTION PROJECT NO. 319-104.01 DATE: 04.29.2019 DRAWN BY: JEM CHECKED BY: MJK SHEET TITLE: SECTIONS SHEET NO. S2.1 Z O W Z Q Q W > O co LL. ..L,. = U U w w i� W >— Ion 7F v Z Q �. O _I L ! Q �. U Q m CONSTRUCTION SEAL: MARK J KEISTER PE 37435 11111,// .1. KE 0 •` CEN ��'. NO. 37436 EOF Z VIS D / ISSUED FOR: REV DATE DESCRIPTION PROJECT NO. 319-104.01 DATE: 04.29.2019 DRAWN BY: JEM CHECKED BY: MJK SHEET TITLE: SECTIONS SHEET NO. S2.1