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89 West 2nd Street RES19-0043 Town HomeMAP SHOWING BOUNDARY, TOPOGRAPHIC & TREE WITH PLOT PLAN SURVEY OF THE WESTERLY 40 FEET OF LOT 4, BLOCK 81 TOGETHER WITH THE EASTERLY 5 FEET OF LOT 5, BLOCK 81 AS SHOWN ON MAP OF SECTION 'H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18 PACE 34 OF THE CURRENT PUSUC RECORDS OF DUVAL COUNTY, FL. CERTTRTED TO: JWB REAL ESTATE CAP?AL /BOND S�8" L8 3� D 8' yw, - &Z 0 ) _°oke C, ZOCk / 13"PM / 4S.07 / LOrsT 4 /BON Res' S N 0 OF 3&S (VgCgT�k 8/ / a'i Z 00 N /h �! : - O 0' � .8• L,q�sr"D'`^. ce, 00'1 10 "CD /20° 0. o ,4,1 / 9. / a� OUp OSEO / 0 00/ 30 1�11 ,,� X30, p N o / `Sl 6>' 9.3 app J u E 0-30 /y 9.4% / 1 ° AR <® � c 5RDEm FFE=10. 1 C PROP lR °sib. / o AR ��;:•.,. �;'`�: �s� ! - Z $ p• °AFD°��o Al N 6,DI'. / 26,"iN�;::`'T. /RON T/2 \S pCV l. No /DA/AF0 r'� .'• .�' / ;NvR�A �' • 2 p/ ZD PROP 19 'OWN `?K.¢ • 1• • �' , T t7'� ," \' ROAD 87) A. / O yRpD (8.7 .0: 't C) . �N - , 9.1 CROWN 9O�\\ a.._ OF (9.000) -.e " R` (50 R?No S D 00(er I;yT pF W1 L ) ) 9L 0 p 0 C S .10.2 407- S69. 2 8, BLpc 8 10 " 4 48' 0 s 01' 00" 1.5 F FEST 4x CD ��.3RoD/ LOp 0 Ofi\9.7 '� 0.2 CIiv 70. A011 d �1 Y)/ / j�0' • /3 Legend (TYP.) = TYPICAL SND. = FOUND CONC = CONCRETE MON. = MONUMENT P.P. = IRON PIPE I.R. = IRON ROD CH = CHORD A = ARC LENGTH R = RADIUS (C) = CALCULATED (D) = DEED 0f PLAT Q= = RADIAL = CENTER LINE R/W = RIGHT-OF-WAY (A) = FENCE (W) = WITNESS P.R.M. = PERMANENT REFERENCE MONUMENT P.T. = POINT OF TANGENCY P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE B.R.L. = BUILDING RESTRICTION LINE F.P.&L.= FLORIDA POWER & LIGHT A/C = AIR CONDITIONER I.D. IDENTIFICATION NGVD = NATIONAL GEODETIC VERTICAL DATUM NAVD = NORTH AMERICAN VERTICAL DATUM TREE REMOVAL SIZE TYPE 10" PALM 20" MAPLE 26" MAPLE 1 0 20'40' ' SCALE: 1 =20 PROPOSED LEGEND GUTTER N.T.S. = NOT TO SCALE ` SURVEY PROVIDED BY ALL AMERICAN 0 .I. = POINT OF INTERSECTION SURVEYORS OF FLORIDA, INC EW = EDGE OF WATER DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TOB = TOP OF BANK LB = LICENSED BUSINESS O -DENOTES FOUND 5/8"I.R. LB 3857 UNLESS OTHERWISE NOTED -DENOTES CONCRETE 8,^4�z� 93` 80C -DENOTES BACK OF CURB c.1 EOP-DENOTES EDGE OF PAVEMENT W. 40' LOT 4 & E. 5' OF LOT 5 PRE -FLOW DUPLEX ARROW 4,542± POST -FLOW FT. ARROW 355± EXIST. SPOT FT. ELEVATION O PROPOSED 0f SPOT O± ELEVATION X TREES TO BE 45.01 REMOVED TOTAL IMPERVIOUS AREA TREES TO BE O PROTECTED — SWALE GUTTER N.T.S. = NOT TO SCALE ` SURVEY PROVIDED BY ALL AMERICAN 0 .I. = POINT OF INTERSECTION SURVEYORS OF FLORIDA, INC EW = EDGE OF WATER DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TOB = TOP OF BANK LB = LICENSED BUSINESS O -DENOTES FOUND 5/8"I.R. LB 3857 UNLESS OTHERWISE NOTED -DENOTES CONCRETE 8,^4�z� 93` 80C -DENOTES BACK OF CURB c.1 EOP-DENOTES EDGE OF PAVEMENT W. 40' LOT 4 & E. 5' OF LOT 5 PLAN- DUPLEX LOT SIZE 4,542± SQ. FT. DRIVEWAY TO R/W 355± SQ. FT. LEAD WALK 22± SQ. FT. APPROXIMATE SIDEWALK O± SQ. FT. RIGHT-OF-WAY LENGTH 45.01 FT. TOTAL IMPERVIOUS AREA 1,826± SQ. FT. 40% O ""oN/ �, o ("'oo)—• -DENOTES TOPOGRAPHIC SPOT ELEVATION HARD SHOT rs O'N ( ) 7.4X -DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) 'DOWNSPOUT eRL� /6y /BENCHMARK: / NAIL & DISK, LB 3857 10 p, IN FRONT OF LOT 4, // BLOCK 108 ON CAMELIA / STREET ELEVATION: (5.03) •0 / ELEVATIONS SHOWN s HEREON REFER TO NAVD �0D OF 1988 Oto O.2S8 E 83, 53-E. 192 NOTE: (89 2'Y. BEARINGS SHOWN HEREON WERE TAKEN �- FROM PLAT, ATLANTIC BEACH SECTION "H" PLAT BOOK 18, PAGE 34, PER CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. 2. SURVEY SHOWN HEREON IS BASED ON ROAD H- FIELD MONUMENTATION AND LINES OF 0— POSSESSION. NIVIDE LOT; W.O. #166666; 09-06-18; (OFFICE) REVISE PLOT PLAN, MOVE HOUSE LEFT 5': W.O. #163816; 05-22-18 (OFFICE) REVISE DRAWING & ADD HOUSE: W.O. #163816; 05-17-18 (OFFICE) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ?HIS COUNTY. SHE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE 'T AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF ATLANTIC BEACH, FLORIDA, DATED 06-03-13 TREE LEGEND 10"CH S141206.01 10" CHERRY 1O"PM B.W.P. 10" PALM 1O"CD B.W.P. 10" CEDAR 10"MP 10" MAPLE 10"OA 10" OAK(DEAD) 10"UN 10" UNKNOWN gai consultants transforming ideas into reality 1301 Riverplace Boulevard, Sulte900 Jacksonville. FL 32207 904.363.1110 Certificate of Authorization: © 2013 GAI Consultants, Inc. REVISIONS DATE I DESCRIPTION I No. 87 WEST 2ND STREET LOT GRADING PLAN IN -FILL LOT GRADING PLAN for JWB CONSTRUCTION GROUP JACKSONVILLE FLORIDA Qr , p N QO • :'t i 0% STATE OF s10*NA; E��``� TAMARA K. HENDERSON, P.E. FL REG. NO. 61700 Project No.: S141206.01 Issue Date: 10-09-18 Designed By B.W.P. Checked By: T.K.H. Drawn By : B.W.P. Task No.: 154 LOT PLAN ,SURVEY OF L e en d EASTERLY 5 FEET OF LOT - 'ANTIC .BEACH t T YP•)= TYPICAL TREE REMOVAL °UA`�r, za FND. = FOUND SIZE CONC = CONCRETE TYPE MON. = MONUMENT 1O" PALM caw— im CLT00i f f • = IRON PIPE 20" MAPLE f R = IRON ROD l�(Q u�r� 1Li i `C1 CH =CHORD 26" MAPLE R = ARC LENGTH {C = RADIUS )CALCULATED = CALCULATI p (b) =DEED (y, (P) = PLAT ]jv' C 20' iR = RADIAL -�---......,.—¢O' SCALE CENTER LINE A PPRP: 1 "-20' /4V = RfGHT--OF-' WAY PROPOSEDLEGEND A) - FENCE ��r(W) = WITNESS �' rtRRO+N P.R.M. = PERMANENT REFERENCE POST -FLOW P.T.MONUMENT ARRow P.C. POINT OF TANGENCY EXIST. SPOT = POINT OF CURVE ELEVATION POINT I' -CLC. POINT OF REVERSE CURVE �o PROPOSED sin% 13.R.L.OF COMPOUND CURVE SWOT `.P.dtL. = BUILDING RESTRICTION LINE ELEVATION FLORIDA POWER LIGHT '►r r '� `s, 'k/C = AIR CONDITIONER X TREES TO SE -' -' I D REMOVED IDENTIFICATION NGVD = NATIONAL GEODETIC VTREES TO BE - /,` 4•f it,�tQ� =AVD VERTICAL DATUM PROTECTED NOT TO SCALEAN VERTICAL DATUM _ _ SVvALE �/&�L42i� �r � 1 P.I. = POI ---____,.. .-._.,.. t, ; lv NT OF INTERSECTION GUTTER � .T = EDGE OF WATER , SURVEY PROVIDED 8Y ALL AMERICAN = TOP 4F DANK SURVEYORS OF FLORIDA, INC I.8 = LICENSED BUSINESS olt�NsloNsxo wrForr Al2fa aR W T4& E. 5' OF LOT 5 t / rQ -DENOTES FOUND S, 8 f.R TO R jW LB 3857 f UNLESS OTHERWISE NOTED t30C `DENOTES CONCRETE TE SIDEWALK -DENOTES BACK OF CURE qY LENGTH'SOP-DENOTES EDGE OF PAVEMENT VIOUS AREA foo.. DOWNSPOUT w L- ? r DWN HEREON WERE TAKEN tTIgTTC BEACH SECTION H. 3. PAGE 34, PER CURRENT !DS OF DUVAL COUNTY. FLA. N HEREON IS BASED ON NTATION AND LINES OF --Du TOPOGRAPHIC SPOT ELEVATION 1 7 4. ENOTES TOPO (HARD SHO PLAN- DUPLEX 4.542± SQ. FT. 355± SQ. FT, 22± SQ. FT. O± SQ. FT. 45.01 FT. ' =.,_N_- FFT. 409; GRAPHIC SPOT ELEVATION (GROUND SHOT)1!'I'I D G l IDE LOT; jh! O. 66666; 09-06-1$ ( ""ISE PLOT FLAN, MOVE HOU r (OMCE) C.5-22-18 SE LEFT 1 O "cHfi�— 10 "pm , 10 " C'HEMRy 10" PALM 6': W.Q. #363816,; (OFFICE) REWSE DRAWING & ADD HOUSE, Cu 10" CEDAR W.O.10 (OFFICE) X163816; 0 -17-18 Its"ISP 90" MAPLE, "'IS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF T,TLE COMMITMENT. THERE MAY BE ADDITIONALJ ANDIOR 10"aA 10" t3Ai(IEAD) RESTRICTIONS THAT ARE NOT SHOWN BENTS THAT MAY BE FOUND IN THE THIS THIS 1�r''�� i� 10"' UNKNOWyj C PUBLIC RECORDS COUNTY. OF TIE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HARD SONE Y AS SHOWN ON FOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF ATLANTIC BEACH, FLORIDA, DATED 06-03-13 • gai consultants tronefo-Ing ideas Into reality 1301 Rtverpicce t3oulevord, Sulte900 Jacksonvtlle, FL 904.363.1110 32207 C"rt1flcate of Authorizatlon: © 2013 G- Consultants, Inc. REVISIONS DATE 'DESCRIPTION INO. 87 WEST 2ND STREET LOT GRADING PLAN IN -FILL LOT GRADING PLAN for JWB CONSTRUCTION GROUP JACKSONVILLE FLORIDA ���111111)i// N 6 «: 0;4 STATE OF4.4 'r,/ OMA t t`r P TAAlARA ik, �, RE �- �. NPL 897Qp Project No.: 5141206.01 Issue Dote: 10-09_18 Designed By ; B.W.P. Checked 13Y : T.K.H. Drawn By 8.W.P. Task No.- 154 MAP SHOWING BOUNDARY, TOPOGRAPHIC:' & TREE WITH PLOT PLAN SURVEY OF A THE WESTERLY 40 FEET OF LOT 4, BLOCK 81 ;T'OGETHER WITH THE EASTERLY 5 FEET OF LOT _ 5, BLOCK 81 AS SHOWN ON MAP OF SECTION 'FI" ATLANTIC BEACH FND. } = FOUND AS RECORDED IN PUT BOOK 18 PACE 34 OF 7H£ CURRENT PUBLIC RECORDS OF DWAL COUNTY• FIA CONC = CONCRETE COMREO TO: ✓WB i?Ek ESTATE CAPITAL MON. = MONUMENT Q I.P. = IRON PIPE 0 e1Uit2A,5 io'm Fww � l�,29-t +( (atb'1�wn Ct�cwi I.R. = IRON ROD CH = CHORD TREE REMOVAL SIZE TYPE 10" PALM 20" MAPLE 26" MAPLE j MONUMENT r: sryl y r4 POINT OF TANGENCY P.C. = POINT OF CURVE P.R.C, = POINT OF REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE 13.R.L. = BUILDING RESTRICTION LINE t FLORIDA POWER 8t LIGHT � t �A; ffi� 1/C AI CONDITIONER IDENTIFICATIONme' .3, NGVD = NATIONAL GEODETIC VERTICAL DATUM J ` - N VERTICAL DATUM � � :NAND -- NORTH AMERICA N.T.S. = NOT TO SCALE O 20' 40' SCALE: 1 "=20' PROPOSED LEGEND i t p (11�tW1 CX�Q�i �i�l �i�EQ l U CECTr� Gas ARROW = RADS POST -FLOW LEAD WALK ARROW (Q14 R RADIUS IU ELEVATION O p p I IL -R . DM) CV U+ AU 5JVU p (C) = CALCULATED ELEVATION X TREES TO BE (D) (P �R) = DEED = PLAT = RADIAL A P P ROV` V =CENTER LINE jllifence r/ �• -.r R/W = RIGHT-OF-WAY _rwiA) FENCE (W) = WITNESS wy f r fre okP R M = PERMANENT REFERENCE j MONUMENT r: sryl y r4 POINT OF TANGENCY P.C. = POINT OF CURVE P.R.C, = POINT OF REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE 13.R.L. = BUILDING RESTRICTION LINE t FLORIDA POWER 8t LIGHT � t �A; ffi� 1/C AI CONDITIONER IDENTIFICATIONme' .3, NGVD = NATIONAL GEODETIC VERTICAL DATUM J ` - N VERTICAL DATUM � � :NAND -- NORTH AMERICA N.T.S. = NOT TO SCALE O 20' 40' SCALE: 1 "=20' PROPOSED LEGEND TREES TO BE PROTECTED SWALE GLITTER. WMtton Iv(I P,I. = POINT OF INTERSECTION "SURVEY PROVIDEL? BY ALL AMERICAN t f s f., SURVEYORS OF FLORIDA, INC =, C A01 Q (LIG I LPOD 5c �F+ ' W = EDGE OF WATER plr�tEttsIatts sliou HEREON a1�I t FOUNDATION annr� PLAty e I M / `z, t08 - TOP OF BANK t z / I_$ - LICENSED BUSINESS fry !_ / / Sj . _ -DENOTES FOUND 5/8-I.R. t. 1 QT. FFE=10.9 t , - /, LB 3857 ,"g_, , e r � �, / C J UNLESS OTHERWISE NOTED S=. / ' ate. ,° ,: i-DENITES CONCRETE '0 � < roc -DENOTES BACK OF CURB mar} �yF� . `• ' "�S` COP -DENOTES EDGE OF PAVEMENT W. 40' LOT 4 & E. 5' OF LOT 5 PRE -FLOW LOT SIZE ARROW DRIVEWAY TO R/W POST -FLOW LEAD WALK ARROW APPROXIMATE SIDEWALK EXIST. SPOT RICHT-OF-WAY LENGTH ELEVATION O PROPOSED 0g SPOT ELEVATION X TREES TO BE REMOVED TREES TO BE PROTECTED SWALE GLITTER. WMtton Iv(I P,I. = POINT OF INTERSECTION "SURVEY PROVIDEL? BY ALL AMERICAN t f s f., SURVEYORS OF FLORIDA, INC =, C A01 Q (LIG I LPOD 5c �F+ ' W = EDGE OF WATER plr�tEttsIatts sliou HEREON a1�I t FOUNDATION annr� PLAty e I M / `z, t08 - TOP OF BANK t z / I_$ - LICENSED BUSINESS fry !_ / / Sj . _ -DENOTES FOUND 5/8-I.R. t. 1 QT. FFE=10.9 t , - /, LB 3857 ,"g_, , e r � �, / C J UNLESS OTHERWISE NOTED S=. / ' ate. ,° ,: i-DENITES CONCRETE '0 � < roc -DENOTES BACK OF CURB mar} �yF� . `• ' "�S` COP -DENOTES EDGE OF PAVEMENT W. 40' LOT 4 & E. 5' OF LOT 5 PLAN- DUPLEX LOT SIZE 4,542± SQ. FT. DRIVEWAY TO R/W 355± SQ. FT. LEAD WALK 22± SQ. FT. APPROXIMATE SIDEWALK O± SQ. FT. RICHT-OF-WAY LENGTH 45.01 FT, TOTAL IMPERVIOUS AREA 1,825± SQ. FT. 407. S *44 3# 'aP L � {t70.irj --DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) ` ` a �'r � � l '" 'S r i / � ,?et -DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) 'DOWNSPOUT ti �.'' f•�• .s?i•'y �` fes.% ` �•• 1 a st : ,fG.�.,-C �-PI;� � .� � kNC11Ivi ? ` A. Ao 17'APPROV�fl�_ E D .3 "" CVSX, L3 36 S LE tri I .''��2, .. •� � �sr; . l '�c��-zjlta � �= =� � �� h .JIB 91 0 aft .a BEARINGS SHOWN HEREON WERE TAKEN DIIIADE LOT; W.O. #166666; 09-06-18; (OFFICE) REVISE PLOT PLAN, MOVE HOUSE LEFT 5': W.O. #163816; 0.5-22-18 (OFFICE) REVISE DRAWING & ADD HOUSE: W.O. #163816; 05-17-18 (OFFICE) TRIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TILE COMMITMENT, THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. FROM PLAT. ATLANTIC BEACH SECTION "H' PLAT BOOK 18. PAGE 34. PER CURRENT PUBLIC RECORDS OF DUVAL. COUNTYFLA. THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD , ., ri 2 SURVEY SHOWN HEREON IS BASED ON ZONE X AS SHOWN ° RELD MONUMENTATTON AND LINES OF ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF R �`�j� �r _.. POSSESSION. ATLANTIC BEACH, FLORIDA, DATED 0-03-13 TREE LEGUND 17"GI i e--^ 10,. CHERRY 10 -PM �4 10" PALM 10"CD 10" CEDAR 10"Mp 10" MAPLE 10 -OA 10" OAK(DEAD) 10' "UN 10" UNKNOWN e gai consultants transforming Ideas Into reality 1301 Riveralace Boulevard, SuIte900 Jacksonville, FL 32207 904.363.1110 Certificate of Authorization: © 2013 GAI Consultants, Inc. REVISIONS DATE [ DESCRIPTION 87 WEST 2ND STREET LOT GRADING PLAN IN -FILL LOT GRADING PLAN for JWB CONSTRUCTION GROUP JACKSONVILLE FLORIDA K' HEHQ F.: N 6 '. � i +Q STATE OF TAMARA K. i9BUO SON, P.E. FL REG. NO. 63700 Task No.: 154 141206.01 OS -18 r:B.W.P. B.LA!P. T K.H. B.W.P. Task No.: 154 GENERAL N CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOE. VERIFICATION OF EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATED COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION, TYPE, AND DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, IN'3ERTS, OPENINGS, ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. ALOHA ENGINEERING ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK: AND INSPECTION OF SUCH WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE PLANS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHOD!i OF CONSTRUCTION AND SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. PLANS VOID TWELVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRENT CODES AND PRACTICES APPLICABLE AT THAT TIME. FOUNDATION HAS BEEN DESIGNED FOR A NON -EXPANSIVE MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKS REGARDING OBTAINING A SOIL INVESTIGATION. OWNER/CONTRACTOR SHALL OBTAIN A SOIL BEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONDITIONS REPORT FROM A REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. FOOTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COMPACTED TO A DENSITY AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM -D 1557). FILL SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER DATE. CONCRETE= MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABS SHALL BE 2500 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TIO ASTM A615 GRADE 40 LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF REINFORCING SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER MIIN. 6 MIL. POLYTHYLENE VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER -MESH REINFORCEMENT WITH A MIN. 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C 116. IN LIEU OR IN CONJUNCTION WITH FIBER -MESH REINFORCEMENT 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS CONFORMANCE WITH ASTM -A 185 SET CENTERED IN SLAB. SLUMP SHALL BE BETWEEN 4" TO 5", NO WATER WALL BE ADDED AT SITE'. TROWEL FINISH EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON -SLIP BR001�1 FINISH FOR EXTERIOR WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEP SAIIW CUT CONTROL JOINTS ORIGINATING AT CORNERS AND APPROX. 12'x12' GRID THROUGHOUT SLAB WITHIN 12 HRS OF SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 DETAILING MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: • CONCRETE CAST AGAINST EARTH 3" • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" • INTERIOR SLABS, WALL 3/4" MASONRY. ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19% MOISTURE CONTENT U.N.O. ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, LONG TERM PERFORMANCE. ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. NOISE CONTROL IS BY OTHERS. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2950 PSI MIN. AND 1.9x10^6 PSI MODULUS OF ELASTICITY MIN. U.N.O. ATTACH 2 -PLY LVL WITH (3) ROWS OF .131"x3" GUN NAILS 12" O.C. EACH FACE. U.N.O. ATTACH 3 AND 4 -PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12" O.C. U.N.O. FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS OF .131"x3" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM. CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. ATTACH 2 -PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" GUN NAILS 6" O.C. EACH FACE. ATTACH ADDITIONAL PLIES WITH 1/2" THRU BOLTS OR QUICK TIE TRUSSLOK SCREWS AT 6" O.C. UP TO 4 -PLIES. UNLESS NOTED OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PER CODE R602.2. SHEATHING: WALL SHEATHING: EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 24/16, THICKNESS NOT LESS THAN 7/16" U.N.O. OR OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAIL AT 6" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. ROOF SHEATHING: EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 24/16, THICKNESS NOT LESS THAN 7/16" U.N.O. OR OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d RING SHANK NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCK PANELS AT 12" O.C. FLOOR SHEATHING: EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24, THICKNESS NOT LESS THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWIS GLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TTS 402 MASONRY FASTENERS: BUILDING CODE. EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG -TIE CO. HIGH STRENGTH ACRYLIC ADHESIVE (AT -XP). ALL ANCHOR'3 SHALL HAVE A MIN. 3" EDGE OF CONCRETE TO CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARING CONCRETE MASONRY CENTER OF ANCHOR EDGE DISTANCE WITH MIN. 7 1/2" EMBED U.N.O. QUICKTIE PRODUCTS SHALL UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSICIN STRENGTH OF 2000 PSI BE INSTALLED WITH QE -1 QUICK SET ANCHOR EPDXY, 4" EMBED U.N.O. INSTALL ALL ANCHORS F'm=1500 PSI. PER MANUFACTURERS WRITTEN INSTALLATION PROCEDURES. MORTAR SHALL CONFORM TO ASTM C270 TYPE S GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. 213 DAY COMPRESSIVE STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE:, PROVIDE A SLUMP BETWEEN 8"AND 11". HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAO COVERAGE ON HORIZ AND VERTICAL FACE CELLS AND WEBS. HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT 48" O.C., FILL ALL REINF. CELLS WITH GROUT. BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9IGA. WIRE TIES OR 22 U.S GA. BY 7/8" CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOCATED ABOVE FLASHING AT 32" O.C. DO NOT INSTALL ANCHORS RODS IN DIRECT CONTACT WITH TREATED LUMBER. AN EPDXY FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. USE COMMON WIRE NAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL FASTENERS WITHOUT SPLITTING WOOD. METAL FRAMING ANCHORS: PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY SIMPSON STRONG -TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVE MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z -MAX' COATED, HOT -DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT (ACZA ETC. REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. STAINLESS STEEL AND ZINC -PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC -PLATED FASTENERS WITH ZINC -PLATED CONNECTORS. FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL MINIMUM DESIGN CRITERIA: WIND LOADS: WIND SPEED: 130 WIND EXPOSURE: C NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS NOT REQUIRED BY CODE. BUILDING CATEGORY: II INT. PRESSURE COEF: .18/ENCLOSED BUILDING MEAN ROOF HEIGHT: 25 FT ALLOWABLE-VASD DESIGN VALUES COMPONENT AND CLADDING WALL OPENING PRESSURES INTERIOR EDGE OPENING SIZE (FT -2) PRESSURE (PSF) PRESSURE (PSF) 0-10 +25,-27 +23,-42 20 +24,-26 +22,-39 50 +22,-25 +20,-35 100 +21,-24 +19,-32 END ZONE PRESSURES ARE WITHIN 5' OF ALL EXTERIOR CORNERS. GARAGE DOOR OPENING TO MEET: +21, -24 PSF ALLOW Vasd DESIGN PRESSURES. GRAVTTY 1OAIS- DEAD LOADS ARE SUPERIMPOSED. ARCH. -ARCHITECT ROOF FLOOR TOP CHORD LIVE: 20 PSF 40 PSF TOP CHORD DEAD: 7 PSF 10 PSF BOTTOM CHORD LIVE: 10 PSF 0 PSF BOTTOM CHORD DEAD: 5 PSF 5 PSF DECKS : 40 PSF DEAD LOADS ARE SUPERIMPOSED. ARCH. -ARCHITECT SIMP.-SIMPSON STRONG TIE B.O.F.-BOTTOM OF FOOTING S.W.-SHORT WAY CONT. -CONTINUOUS T.O.C.-TOP OF CURB DIA. -DIAMETER T.O.G.-TOP OF GRADE E.W.-EACH WAY T.O.S.-TOP OF STEEL F.F.E.-FINISHED FLOOR TYP.-TYPICAL ELEVATION U.N.O.-UNLESS NOTED L.W.-LONG WAY OTHERWISE W -WITH MIN. -MINIMUM WDO-WOOD DESTROYING O.C.-ON CENTER ORGANISM P.T.-PRESSURE TREATED W/O -WITH OUT SIM. -SIMILAR W.W.F.-WELDED WIRE FABRIC DRAWING INDEX: S1 --STRUCTURAL NOTES AND SPECIFICATIONS S2 ---FOUNDATION/WALL S2.1 --FLOOR PLAN S2.2 -ROOF PLAN S3.1, S3.2, S4.1 --DETAILS ALOHA ENGINEERING 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F I C ATE ❑ F A U T H ❑ R I Z A T 1 ❑ N N 0. 31036 R 0/ h 11 DA I C 12-30-2018 JOB NUMBER: 9108 NOTES ANDS SPECIFICATIONS 11 DRAWING SHEET: S-1 OFFICE COP aAff REVIEWED FOR CODE COMPLI CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITION �•�`S PAUL, N 9660 00� Q STATE OF w� �o( �� T11�� REVIEWED BY: DATE: e2 -I2-1 12-29-2018 C. PAUL DIGIACONIO FL PL= #59660 FOUNDATION PLAN PLAN NOTES 1/8"=1'-0" DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS + OR - FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16" O.C.: FOR "FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA 2x4 SPF -OR- SP STUD UP TO NOM 8' WALL HEIGHT. 2x4 SPF -OR- SP #2 UP TO NOM 9' WALL HEIGHT. 2x6 SPF -OR- SP STUD UP TO NOM 10' WALL HEIGHT. ANCHOR EXTERIOR -WALLS SILL PLATES W/1/2" MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF (2) ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND MAX. SILL ANCHOR AT 32" O.C.. INSTALL HEADERS AS INDICATED PER PLAN WITH J=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS. FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH HEADERS NOT LESS THAN SINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96" IN WIDTH. ANCHOR SIMP HTT5 WHERE INDICATED W/5/8" EPXY SET THREADED ROD 6" DEPTH AND 26-10d TO STUDS. ANCHOR EXTERIOR WALL SILL PLATES PER DETAILS. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. •-- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. P.T. 6x6 NOM. POST W/SIMPSON ABU66 W/5/8" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x10" DEPTH FOOTING W/(2)#4 E.W. (2)2x8 8'-4" 1 8'-4" a 2" P.T. 6x6 NOM. POST W/SIMPSON ABU66 W/5/8" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x10" DEPTH FOOTING W/(2)#4 E.W. (2)2x8 I - I (2)2x8 (2)2x6 s3.1 (2)2x6 - -(2)2x6 -- S3.1 (2)2x6(iJIK) (IJIK) (IJ1K) (IAK) -----—--------- I (2)2x6 - (1J1K (2)2x6 (1JIK)----------- I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I C3 7--------------- --------------- I I SHEATH SHEAR WALL PER DETAIL I I I vi (2)2x6( (2)2x6 x (1JIK) I (IJ1K)CD r_ L---- (2)2x8----= P.T. 6x6 NOM. POST W/SIMPSON ABU66 W/5/8" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x10" DEPTH FOOTING W/(2)#4 E.W. '112" I I I I I II I I I I I I I I (2)2x12 (2J2K) PER DETAIL C3/53.2 r ------------ I I I - ---------------- ------------ I NTERIOR SHEAR WALL PER DETAIL I I i I I I I I I I I I I I I I � I --------------------------- (2)2x12 (2J2K) PER DETAIL C3/S3.2 (2)2x6 k (2)2x6 (1JIK) 1 (1J1K) r (2)2x6 (1J1K) av 3c; am E- GO GO �V) �Q a� a rn zCO S cx O m3 P.T. 6x6 NOM. POST W/SIMPSON ABU6� W/5/8" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x10" DEPTH FOOTING W/(2)#4 E.W. �r OFFICE COP ALOHA ENGINEERING 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I FI C AT E ❑ F A U T H O R I Z A T 1 ❑ N N ❑. 31036 U L_: oQ z VNQ� U U 00 ~ U 00 Q W �j DALE 12-30-2018 IOB NUMBER- 9108 FOUNDATION/WALL 11 PLAN 11 DRAWING SHEET: s-2 PAUL r I v : 0. p STATE OF zV :.cc's,'• �''LORID�'.•'Gti�\�: \ �0/11111W,12-29-2018 C. PAUL DIGIAC01\10 FL PL #59660 UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL WOOD TRUSS BEARING ELEVATION NOM 9 FEET ABOVE DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR TYPICAL FLOOR FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" O.C. MAXIMUM SPACING. SEE TRUSS ENGINEERING FOR TRUSS TO TRUSS CONNECTIONS. TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES OR RAFTERS AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AND RAFTERS AT BEARING WALLS WITH SIMP H8 ANCHOR -OR- 6" QUICKTIE TIMBERLOK WOOD SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V -BRACE 600 MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10' APART MAX. SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURER AND MEETING COMPONENT & CLADDING WALL OPENING DESIGN PRESSURES PER SHEET S1. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN COMPLIANCE WITH ARCHITECTURAL DRAWINGS. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. • -- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. FLOOR PLA 1/8"=1'-i DESIGNATES HIGH CONCENTRATED LOAD. INSTALL __TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF X STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDICATED BELOW. lil--- (3) STUD MINIMUM. OFFICE COP 12-30-2018 11 JOB NUMBER:91 8 IIROOF AND II DRAWING SHEET: S-2.1 PAUL I 59660 0 = 0'. STATE OF C. PAUL DICIACOMO FL PL #.59660 ALOHA ENGINEERING 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F I C ATE O F A U T H O R I Z A T 1 D N N O. 31036 U UO W c/] oQ�z C/] Q U0000�� Q Q //�•� U cc W 12-30-2018 11 JOB NUMBER:91 8 IIROOF AND II DRAWING SHEET: S-2.1 PAUL I 59660 0 = 0'. STATE OF C. PAUL DICIACOMO FL PL #.59660 PnnF SII ANI PLAN NOTES 1/s��=JL�-O�� UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL WOOD TRUSS BEARING ELEVATION NOM 8 FEET ABOVE DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES OR RAFTERS AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AND RAFTERS AT BEARING WALLS WITH SIMP H8 ANCHOR -OR- 6" QUICKTIE TIMBERLOK WOOD SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V -BRACE 600 MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10' APART MAX. SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURER AND MEETING COMPONENT & CLADDING WALL OPENING DESIGN PRESSURES PER SHEET S1. BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8" (2 THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH (i SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF SPLICE. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR (2 LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, (1 SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN COMPLIANCE WITH ARCHITECTURAL DRAWINGS. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS (2. PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN (1' THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND s TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. • -- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. RODS NOT SHOWN ON THIS PLAN TERMINATE AT FIRST FLOOR TOP OR SILL PLATE. DESIGNATES HIGH CONCENTRATED LOAD. INSTALL TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF X__STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDICATED BELOW. --- (2) STUD MINIMUM. (2)SIMPSON H8 A3 SIMP SSP SIMP SSP S4.1 TOP PLATE TOP PLATE A3 TO STUD S4.1 19)9 -ATO STUD -1 _ 2)2x4 (1JIK) (2)2x6 (IJiK) (2)2x6 (IJiK) 2)2x6 (1J1K) A3 S4.1 TO STUD (1JIK) CS ° C3 �'' (02x4 —�1MP SSP 54.1 S4.1 541 (1JIK) C3 TOPSTLATE 54.1 OFFICE COPY ALOHA ENGINEERING 770 WAKEM❑NT DR. ORANGE PARK FLORIDA 32065 C E R T I F I C AT E ❑ F A U T H ❑ R I Z AT 1 0 N N O. 31036 (2)2x4 n 1JIK 1JJK cn � � � 0 V Q U � o �G n n m L L L m L 1) :)2x CJ 1JIK) --1 --1 --A rH— w w J1 CAT U CJ5T CJ3T 1 CJ5T T01T 1 T01T 1 T02T )2x6 T02T JIK) T03T T03T T04 B3 T04 T05 S4.1 )2x6 JIK) TO5 T06 T06 T07 T07 T07 T07 )2x6 JIK) T06 T06 s T05 T05 4.1 T04 T04 T03 T03 T02 T02 1 1 TO T10 T10 T01 0 J 0 m L m L m m L L m L m L J CJ03 CJ03 �I Gm) V V r V -4 W W W W w W J 4 CJ03 CJ03 J CJ w vL cL c`n LwIm IILIJ m 1 U J1 h C7 U w w w U x 1_ y TOP PI.ATF ' x4 -• (1J1K) it If Y\ , �.. 2)2x4 (1JIK) (2)2x6 (IJiK) (2)2x6 (IJiK) 2)2x6 (1J1K) A3 S4.1 TO STUD (1JIK) CS ° C3 �'' (02x4 —�1MP SSP 54.1 S4.1 541 (1JIK) C3 TOPSTLATE 54.1 OFFICE COPY ALOHA ENGINEERING 770 WAKEM❑NT DR. ORANGE PARK FLORIDA 32065 C E R T I F I C AT E ❑ F A U T H ❑ R I Z AT 1 0 N N O. 31036 I I DATE- 12-30-018 11 JOB NUMBER: 9108 IIROOF ND FLOOR PLAN II DRAWING SHEET: \ S-2.2 No. 9660-10 Q STATE OF w \ .FLORI��'. /()NAIL 12-29-2018 C. PAUL DIGIACOMO FL PE #59660 V cn U Q V Q U 00 00 o �G Q W I I DATE- 12-30-018 11 JOB NUMBER: 9108 IIROOF ND FLOOR PLAN II DRAWING SHEET: \ S-2.2 No. 9660-10 Q STATE OF w \ .FLORI��'. /()NAIL 12-29-2018 C. PAUL DIGIACOMO FL PE #59660 ,I i PLACE 1#4 VERT. IN ALL END CELLS. I END OF WAIL x PLACE 1#4 VERT. W/FTG. DWLS. TO MATCH CELL CLOSEST TO TEE INTERSECTION. PLACE 1#4 VERT. W/FTG. DWIS. TO MATCHI IN ALL CORNER CELLS OR IN CLOSEST CELL ADJACENT TO ALL CORNERS. Al TYPICAL MASONRY REINF. AT DISCONTI APA RATED WALL SHEATHING PER SHEET S1 AT EXTERIOR WALLS. PER PLAN PER PIAN 1M N' -1 11= 11 B1 VARIES 4 -COURSES MAX. 12" MIN. T.O.G. TO 10" B.O.F.-- (2) #4 CONT. 25" MIN LAP, BEND AROUND CORNERS UITIES 1/2" = 1' P.T. SILL PLATE W/ANCHOR PER SHEET S2 AT EXTERIOR WALLS. F.F¢¢.E a `II J III III -1 __Ell -11 1_ --� —1 I 4 CONT. 25" MIIV LAP, — (2) #BEND AROUND CORNIsRS 16" #3 OR ROD CHAIRS I9 48" O.C. 3/4" _ 1 #4 CONT. ° ° a I I-1 I I-1 11 ° I- B" NOM CMU GROUIPED 112" ° R,DWL SOLID W/1 #4 VERTICA" AT 48O.C. 8., III �III� G g•___ � #3 OR CHAIRS OPTIONAL TYPICAL C;MU EDGE F.F.E ° a 4 1 ���III� II °—Ilill�llll� �lll���ll 8` II11 a —11111 ---� — I i- (2) #4 CONT. 25" M:iN LAP 2" BEND AROUND CORNERS C1 TYPICAL EDGE 3/4" = 1 A3 z I WALL STUDS PER SHEET S2 WALL SHEATHING PER SHEET S1 VARIES 4 -COURSES MAX. 12" MIN. I T.O.G. TO B.O.F. 10" 'OT.(3) #4 C 25" MIN LAP, BEND AROUND CORNERS WALL STUDS PER SHEET S2 WALL SHEATHING PER SHEET S1 V.W.F. IF USED F.F.E 4; 1 ✓APOR RETARDER TYPICAL SLAB ON GRADE RECESS 3/4" = 1' A36 STEEL ALL THREADED ROD --OR- QUICKTIE QTB PER SHEET S1. (U.N.O.) —P.T. SILL PLATE W/ANCHOR PER SHEET 52 —1 #4 CONT. I I=1 1 1 a 8" NOM CMU GROUTED r12" SOLID W/1 #4 VERTICAL T DWL AT 48" O.C. J 8" #3 OR CHAIRS ® 48" OPTION TYPICAL STEM WALL FOOTING OFFICE COPY A36 STEEL ALL THREADED ROD -OR- QUICKTIE QTB PER SHEET S1. (U.N.O.) P.T. SILL U q IPER SHEET S2E W/ANCHOR CUT EVERY OTHER WIRE SAW CUT JOINT 1/4"xl" W.W.F. IF USED 8" IN. M.. . MIN. F.F.E. TO ° a IN F.F.E d o xe—x —III—IIIIII—III III—III—III—I 1I- -I I I—III—I 11—I A2 I I III i I I—III—I 11 i VAPMF'9 ALD9ONTROL JOINT SHEET S2 3/4" = 1• E co ¢ A36 STEEL ALL THREADED ROD WALL SHEATHING -OR- QUICKTIE QTB PER SHEET WALL STUDS PER T.O.G. TO = PER SHEET SI Sl. (U.,N.O.) SHEET S2 B.O.F. Uoob Q U 00 WALL SHEATHING P.T. SILL PLATE W/ANCHOR I —.IIII I— #3 OR CHAIRS ® 48" PER SHEET S1 PER SHEET S2 — (3) #4 CONT. 25" MIN LAP, 1 #4 CONT. BEND AROUND CORNERS P.T. SILL PLATE W/ANCHOR 1#4 VERT. ® 48" O.C. 1 ' -4'----- --,K PER SHEET S2 8" MAX F.F.E F 1 #4 CONT. F.F.E. TO F.F.E � #4 VERT. @ 48" O.C. T.O.C. E-, a d a 1 #4 CONT. d d ¢� v0 ce d VARIES 4 -COURSES MAX. >G MAX. B" NOM CMU GROUTED 12" ;- co C1 ccQ Q o12" MIN. a _ SOLID W/I #4 VERTICAL T T.B.O.FTO II OWL AT 48" O.C. J IIi- OR CHAIRS ® 48" III III. B __ C2 12" MIN. 3/4" = 1' T.0 G' .G. TO 0" 10" 11- -III `I (3) #4 CONT. ° •4 I—I d 25" MIN LAP, BEND AROUND CORNERS 18" #3 OR CHAIRS ® 48" A3 z I WALL STUDS PER SHEET S2 WALL SHEATHING PER SHEET S1 VARIES 4 -COURSES MAX. 12" MIN. I T.O.G. TO B.O.F. 10" 'OT.(3) #4 C 25" MIN LAP, BEND AROUND CORNERS WALL STUDS PER SHEET S2 WALL SHEATHING PER SHEET S1 V.W.F. IF USED F.F.E 4; 1 ✓APOR RETARDER TYPICAL SLAB ON GRADE RECESS 3/4" = 1' A36 STEEL ALL THREADED ROD --OR- QUICKTIE QTB PER SHEET S1. (U.N.O.) —P.T. SILL PLATE W/ANCHOR PER SHEET 52 —1 #4 CONT. I I=1 1 1 a 8" NOM CMU GROUTED r12" SOLID W/1 #4 VERTICAL T DWL AT 48" O.C. J 8" #3 OR CHAIRS ® 48" OPTION TYPICAL STEM WALL FOOTING OFFICE COPY A36 STEEL ALL THREADED ROD -OR- QUICKTIE QTB PER SHEET S1. (U.N.O.) P.T. SILL U q IPER SHEET S2E W/ANCHOR FFE A36 STEEL ALL THREADED ROD 8" IN. M.. . MIN. F.F.E. TO ° a IN -OR- QUICKTIE QTB PER SHEET WALL STUDS PER - a° a I=III 1 1 �aovrz Sl. (U.N.O.) SHEET S2 E co ¢ MAX. c\2 ¢ 0 12" MIN iI WALL SHEATHING F- T.O.G. TO = PER SHEET SI B.O.F. Uoob Q U 00 Q P.T. SILL PLATE W/ANCHOR I —.IIII I— #3 OR CHAIRS ® 48" PER SHEET S2 — (3) #4 CONT. 25" MIN LAP, 1 #4 CONT. BEND AROUND CORNERS 8" MAX. F.F.E. TO 1#4 VERT. ® 48" O.C. 1 ' -4'----- --,K T.O.0 F.F.E F �� ° F.F.E � 4 ° E-, a d a o X x km d d ¢� v0 ce 20" - MAX. a ;- co C1 ccQ Q o12" MIN. ¢ ¢ E T.B.O.FTO II c G IIi- OR CHAIRS ® 48" (3) #4 CONT. 25" MIN LAP, AROUND CORNERS 1'-4"—�'BEND C2 3/4" = 1' A3 z I WALL STUDS PER SHEET S2 WALL SHEATHING PER SHEET S1 VARIES 4 -COURSES MAX. 12" MIN. I T.O.G. TO B.O.F. 10" 'OT.(3) #4 C 25" MIN LAP, BEND AROUND CORNERS WALL STUDS PER SHEET S2 WALL SHEATHING PER SHEET S1 V.W.F. IF USED F.F.E 4; 1 ✓APOR RETARDER TYPICAL SLAB ON GRADE RECESS 3/4" = 1' A36 STEEL ALL THREADED ROD --OR- QUICKTIE QTB PER SHEET S1. (U.N.O.) —P.T. SILL PLATE W/ANCHOR PER SHEET 52 —1 #4 CONT. I I=1 1 1 a 8" NOM CMU GROUTED r12" SOLID W/1 #4 VERTICAL T DWL AT 48" O.C. J 8" #3 OR CHAIRS ® 48" OPTION TYPICAL STEM WALL FOOTING OFFICE COPY A36 STEEL ALL THREADED ROD -OR- QUICKTIE QTB PER SHEET S1. (U.N.O.) P.T. SILL U q IPER SHEET S2E W/ANCHOR ALOHA ENGINEERING 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F I C AT E ❑ F A U T H 0 R I Z A T 1 0 N N 0. 31036 FFE 8" IN. M.. . MIN. F.F.E. TO ° a X� T. .G. - a° a I=III 1 1 �aovrz o 20" E co ¢ MAX. c\2 ¢ 0 12" MIN iI ` d IIIi F- T.O.G. TO = a B.O.F. Uoob Q U 00 Q —III—III= I —.IIII I— #3 OR CHAIRS ® 48" — (3) #4 CONT. 25" MIN LAP, BEND AROUND CORNERS 1 ' -4'----- --,K C3 TYPICAL MONOLITHIC FOOTING 3/4" = V ALOHA ENGINEERING 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F I C AT E ❑ F A U T H 0 R I Z A T 1 0 N N 0. 31036 DATE 12-30-2018 IF joB NUMBER: 9—m---11 DETAILS DRAWING SHEET:' S-3.1 PAULI/����%, _\ v N 596 0 0� O • ' STATE OF10 •' w ✓////lllllllli�� 12-29-2018 C. PAUL DICIACOMO FL PE #59660 U UO w oQ�z Uoob Q U 00 Q L.L 1 DATE 12-30-2018 IF joB NUMBER: 9—m---11 DETAILS DRAWING SHEET:' S-3.1 PAULI/����%, _\ v N 596 0 0� O • ' STATE OF10 •' w ✓////lllllllli�� 12-29-2018 C. PAUL DICIACOMO FL PE #59660 SHEET Sl.FIRE i I FIRE RATED ASSEMBLY FIRE RATED ASSEMBLY UU DO NOT SPLICE WALL SEE ARCH. FOR TREAD a ATTACH PER SHEET S1 PER ARCHITECT ASSEMBLY PER ARCHITECT AND RISER DIMEN. I ° - PER ARCHITECT HEADER PER PLAN SHEETSS . 2x4 BRACING AT 48" O.C. (2) SIMPSON LSTA18 F 6 III APA RATED WALL (2) FULL-LENGTH 2x ST W/(2).13lx3" EACH END WALL STUDS PERAOR TO ADJACENT STUD WIT -III-III=III — — — SHEATHING PER SHEET Sl. A36 STEEL ALL THREADED ROD SHEET SI.TEEL SYP #2 BASE PLATE QU CKT E QTB PER SHEET Si. (U.N.O.) (2) SYP #2 TOP PLATE. DOWELS_g" –OR– QUICKTIE QTB PER SHEET (2) 2x HEADER STUDS LAP 48" W/NAILS 6" O.C. �41N. ADJACENT WITH .131x3" 4#4 I WALL STUDS PER S1. (U. N.O.) STUDS AT 16" O.C. U.N.O. SPACED 6" ON CENTER P.T. SILL PLATE ANCHOR Q — SHEET Sl. CONT. W/2x2xl/8" PLAT F.F. E 4 p4 - B 1 & GRADE 2 HEX NUT ° a III #4@12" E.W. -III III— a a III—III-1 I I— -III—v p ° —III--- 8 IN. 3/4„ =1. / OFFICE (1) #4 CONT. P.T. SILL PLATE W ANCHORS WALL STUDS PER / SHEET SI. 2x P.T. BASE PLATE 2x SHEATHING NAILER ANCHOR CONT. THRU. FLOOR I—III-III—I III- PER SHEET SI BEARING STAGGER W/TPUSSES. -_ III -III— BEND AROUND CORNERS ALOHA P.T. SILL PLATE 16' #3 OR ROD CHAIRS Al —' " "'— TYPICAL CONCRETE STAIR VARIES 6" MAX. ENGINEERING B2 3/4" = 1' °ter' a hi F.F.E X SHEATHING PER FLOOR SHEATHING PER SHEET SI 770 WAKEMONT DR. SHEET S1. 4 4 a APA RATED WALL SHEATHING Z7 ORANGE PARK ° a C ° a((B PER SHEET S1. REDUCE EDGE FLORIDA 32065 ANCHOR CONT. THRU. FLOCIR III-) I I �, — �_ C E R T I F I C A T E ❑ F BEARING STAGGER W/TRUSSES. -I I 1-1 I 1-I ° ° a P.T. SILL PLATE W/1/2" MIN DIA. A U T H O R I Z A T I O N (_ °8 IN.SYP ANCHOR EPDXY SET 7" DEPTH AT No. 31 036 #2 BASE PLATE) #4 CONT. 25" MIN LAP, WOOD TRUSS PER MANUF.ND FSE AROUND CORNERS FLOOR SHEATHING 16 #3 OR ROD CHAIRS (2) SYP W TOP PLATE. LAP 48" W/NAILS PER SHEET Sl @ 4$" O.C, OR USS PER 6" O.C. MIN. _ 4 ° UF. #2 TOP PLATE )SYP LAP 48 W/NAILS 6" 0.0 MIN. -- (2) #4 CONT. 25" MIN LAP, STUDS AT 16" O.C. U.N.O. . A2 C1 STUDS AT 16" O.C. U.N.D. Q OR ROD CHAIRS A3 3/4" = 1' U SHEATHING PER v] l^V O SHEET Sl.FIRE i I UU DO NOT SPLICE WALL ATTACH PER SHEET S1 ASSEMBLY WALL PER PER ARCHITECT HEADER PER PLAN SHEETSS . 2x4 BRACING AT 48" O.C. (2) SIMPSON LSTA18 F (2) FULL-LENGTH 2x ST W/(2).13lx3" EACH END WALL STUDS PERAOR TO ADJACENT STUD WIT ALL THREADED ROD S TRUSS OR BUILT UP WALL SHEET SI.TEEL QU CKT E QTB PER SHEET Si. (U.N.O.) (2) SYP #2 TOP PLATE. (2) 2x HEADER STUDS LAP 48" W/NAILS 6" O.C. �41N. ADJACENT WITH .131x3" STUDS AT 16" O.C. U.N.O. SPACED 6" ON CENTER P.T. SILL PLATE ANCHOR CONT. W/2x2xl/8" PLAT F.F. E 4 p4 - B 1 & GRADE 2 HEX NUT 4 a -III III— a a III—III-1 I I— -III—v p ° —III--- 8 IN. 3/4„ =1. OFFICE 2x P.T. BASE PLATE a ANCHOR CONT. THRU. FLOOR BEARING STAGGER W/TPUSSES. #4 CONT. 25" MIN LAP, BEND AROUND CORNERS 16' #3 OR ROD CHAIRS SYP #2 BASE PLATE @ 48" O.C. B2 3/4" = 1' SHEATHING PER FLOOR SHEATHING PER SHEET SI SHEET S1. APA RATED WALL SHEATHING PER SHEET S1. REDUCE EDGE NAILING TO 4" O.C.. DOUBLE STUDS AT SHEATHING EDGES. P.T. SILL PLATE W/1/2" MIN DIA. 2x SHEATHING NAILER/� ANCHOR EPDXY SET 7" DEPTH AT 16" O.C. FSE 4" I=I_ a 4 — I i I— OR USS PER _ 4 ° UF. #2 TOP PLATE )SYP LAP 48 W/NAILS 6" 0.0 MIN. -- (2) #4 CONT. 25" MIN LAP, . BEND AROUND CORNERS -� 16"#3 C1 STUDS AT 16" O.C. U.N.D. OR ROD CHAIRS U 00 Q�QQ U)) 00 O SHEATHING w z TO TOP 6" O.C. DATE 12-30-2018 AT STRAP. JOB NUMBER: 9108 LIDS ATTACH DETAU H .131"x3" 6" ON CENTER ATTACH TO DRAWING SHEET: NAILS STAGGER EACH PLY. -3 n �{f � G E, WASHER U.N.O.) HEET Sl 0 PAUL COP �4'• f o • No 59 0' p •• STATE OF 44- 'sl jo/ NAL •1\`12-29-2018 C2 @ 48 O.C. C3 C. PAUL DIGIACOMO 31V = r 3/4" =1'3/4" = 1 FL PE #59660 DO NOT SPLICE WALL ATTACH PER SHEET S1 PLATES AND BEAM AT HEADER PER PLAN (2) SIMPSON LSTA18 F (2) FULL-LENGTH 2x ST TO ADJACENT STUD WIT NAILS STAGGER SPACED EACH PLY. (2) 2x HEADER STUDS ADJACENT WITH .131x3" SPACED 6" ON CENTER ANCHOR CONT. W/2x2xl/8" PLAT & GRADE 2 HEX NUT WALL SHEATHING PER S OFFICE 2x P.T. BASE PLATE 0 U 00 Q�QQ U)) 00 O SHEATHING w z TO TOP 6" O.C. DATE 12-30-2018 AT STRAP. JOB NUMBER: 9108 LIDS ATTACH DETAU H .131"x3" 6" ON CENTER ATTACH TO DRAWING SHEET: NAILS STAGGER EACH PLY. -3 n �{f � G E, WASHER U.N.O.) HEET Sl 0 PAUL COP �4'• f o • No 59 0' p •• STATE OF 44- 'sl jo/ NAL •1\`12-29-2018 C2 @ 48 O.C. C3 C. PAUL DIGIACOMO 31V = r 3/4" =1'3/4" = 1 FL PE #59660 SILL PLATE ATTACH TO TRUSS BELOW W/3/8"x3 1/2" LAG SCREWS -OR- QUICKTIE TIMBERLOK SCREWS AT 24" O.C. B2 iP EVERY OTHER STUD PLATE. SHEATHING PER SHEET SI )R SYSTEM WHERE SHOWN V. OR- BEAM PER PLAN 3/4" = 1' ATT BEARING w/(3).13lx3" EACH END. C2 I 3/4" = 1 SIMPSON H8 ANCHOR -or- AT TRUSSES LESS THAN 10' SPAN ONLY 6" QUICK -TIE TIMBERLOK WOOD SCREW. U.N.O. 2x CONT. FASCIA BOARD SHEATHING ATTACH PER SHEET Sl. ___l 2x STUDS AT 16" O.C. — U.N.O.. A3 B3 SIMPSON H8 ANCHOR -or- AT TRUSSES LESS THAN 10' SPAN ONLY 6" QUICK -TIE TIMBERLOK WOOD SCREW, U.N.O. SHEATHING PER SHEET S1. _ PRE -FAB WOOD TRUSS PER MANUFACTURER. _ TOE NAIL TRUSS TO TOP PLATE W/(3) 12d NAILS. (2) 2x SYP #2 TOP PLATE. 16d NAILS 6" O.C. LAP SPLICES 48". A36 STEEL ALL THREADED ROD CONT. W/2x2xl/B" PLATE, WASHER & GRADE 2 HEX NUT (U.N.O.) -OR- QUICKTIE QTB 3/4" = 1 FIRE RATED ASSEMBLY PER ARCHITECT PRE -FAB WOOD TRUSS PER �— MANUFACTURER. SIMPSON H8 ANCHOR -or-QUICK-TIE TIMBERLOCK WOOD SCREW U.N.O. TOE NAIL TRUSS TO TOP PLATE W/(3) 12d NAILS. (2) 2x SYP #2 TOP PLATE. 16d NAILS 6" O.C. LAP SPLICES 48". ANCHOR W/2x2xl/8" PLATE, WASHER & GRADE 2 HEX NUT (U.N.O.) 2x STUDS AT 16" O.C. U.N.O.. 3/4" = 1' OFFICE CO PRE -FAB WOOD TRUSS PER MANUFACTURER. (2) 2x+ SYP #2 TOP PLATE. LAP 48" W/NAILS 6" O.C. MIN. 2x' STUDS ® 16" O.C. INSTALL SIMPSON SSP TIE PLATE EVERY OTHER STUD TO TOP PLATES. (U.N.O.) ALOHA ENGINEERING %%O WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I FICATE ❑ F A U T H O R I Z A T I O N N O. 31036 11 JOB NUMBER: 9108 11 DETAILS DRAWING SHEET:' S-4.1 PAULI�r No. 59660 '• o p •• STATE OF w sl0/N A L •,12-29-2018 C3 C. PAUL DIGIACOMO 3/4" = 1. FL PE #59660 W O C/] Q U U Q UIQ 00 W 11 JOB NUMBER: 9108 11 DETAILS DRAWING SHEET:' S-4.1 PAULI�r No. 59660 '• o p •• STATE OF w sl0/N A L •,12-29-2018 C3 C. PAUL DIGIACOMO 3/4" = 1. FL PE #59660 P, yes q J J J Truss Connector Total List Manuf Product Qty simpson aru2s e Simpson LU596 12 4 oa 0 59-11-00 buzz Connector Total Lis[ Manuf Protluc[ Qty simpson HTU26 12 MITEK PLATE APPROVAL #'S 2197.2-2197.4, WEYERHAUSER PRODUCT #'S 1630.2-1630.10, LP PRODUCTS LVL: FL15228-R3, LPI: FL15401-R4 L HATCH LEGEND 0 9' 1-1/8" 8' 1-1/8rr General Notes - Per ANSI/TPI 12002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Use Manufam"ei s specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. All hangers are to be Simpson or equivalent. U.N.O.- Use 10d x 1 112" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. Dimensions are Feet -Inches- Sixteenths Notes No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-B1 Summary Sheet: Guide for handling. Installing and Bracing of Metal Plate Connected Wood Trues prior to and during truss inatsllation. It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation- If a reversed or flipped layout is required, it will be supplied at no extra frost by- Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, set..., so the trusses do nott interfere with these type of items. All common framed roof or floor systems must he designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not, require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not. be designed symnmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. Builders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835-4532 Jacksonville PHONE: 904.772-6100 FAX= 904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813.628-8956 American Classic Homes gal Addre 87-89 W 2nd St. 1967D Dene Drown Ref V. 11/26/18 I CLY 1606802 FMS FlaorE o V. R "' N/A N/A 1604051 M N r r r N M N r A r N M 1A J o 0 XCC o A CJ [gg SA J N O N O N O N O N O O O O O O O O O O — J O O O O O O O O O O O O O LL LL LL LL LL LL LL LL LL LL LL LL LL LL IL LL LL LL LL LL LL LL LL LL LL LL LL LL 8-0 -00 12840-01 p P J =T 2 P � ro HTU2fi LU646 r LUa46 FD3 F03 09-08 Q 20- -00 Q Q q q 20- -00 4 3-09-0 Q Q o N 0 0 0 LL LLLL t- � LL r LL LL LL LL LL LL LL F- LL I -F LL i- LL r LL LL t- LL F- LL LL LL LL LL LL Lj W U 10-08-00 - 38-07-)0 10-08-00 59 -11 -DO Truss Connector Total List Manuf Product Qty simpson aru2s e Simpson LU596 12 4 oa 0 59-11-00 buzz Connector Total Lis[ Manuf Protluc[ Qty simpson HTU26 12 MITEK PLATE APPROVAL #'S 2197.2-2197.4, WEYERHAUSER PRODUCT #'S 1630.2-1630.10, LP PRODUCTS LVL: FL15228-R3, LPI: FL15401-R4 L HATCH LEGEND 0 9' 1-1/8" 8' 1-1/8rr General Notes - Per ANSI/TPI 12002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Use Manufam"ei s specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. All hangers are to be Simpson or equivalent. U.N.O.- Use 10d x 1 112" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. Dimensions are Feet -Inches- Sixteenths Notes No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-B1 Summary Sheet: Guide for handling. Installing and Bracing of Metal Plate Connected Wood Trues prior to and during truss inatsllation. It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation- If a reversed or flipped layout is required, it will be supplied at no extra frost by- Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, set..., so the trusses do nott interfere with these type of items. All common framed roof or floor systems must he designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not, require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not. be designed symnmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. Builders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835-4532 Jacksonville PHONE: 904.772-6100 FAX= 904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813.628-8956 American Classic Homes gal Addre 87-89 W 2nd St. 1967D Dene Drown Ref V. 11/26/18 I CLY 1606802 FMS FlaorE o V. R "' N/A N/A 1604051 C:\Users\bi IIe\One Drive\1- C:\Users\bill e\OneDrive\1- C:\Users\bille\OneDrive\l- ill e\One Drive\1- C:AUsers\bille\OneDrive\1- ti N FRONT ELEVATION "A" I HIP ROOF SCALE: 114" =1'-0" REAR ELEVATION SCALE: 114" =1' 0" _...._ "nie r—frurtion Grouo\1967D-9-8-4BR-2.5BA-2G 30X50 89-95 2nd Street At] Bch\2019-02-22 1967D-9-8-4BR-2.5BA 2 CAR.dwg, 2/22/2019 11:40:34 AM OPTIONAL CRAFTSMAN GARAGE DOOR CONTRACTOR MUST VERIFY ALL DIMENSIONS NOTE: OPTIONAL HARDIEBOARD SHAKE OR BRICK FINISH. TO 6"16" (TYP.) NOTE: OPTIONAL HARDIEBOARD LAP SIDING, HARDIEBOARD SHAKE OR BRICK FINISH. r-4' OFF -RIDGE VENT (TYP.) HARDIEBOARD STUCCO SIDING (TYP.) 4: 27'-0 518" TOP OF ROOF _ FIBERGLASS SHINGLES (TYP.) PTIONAL SHUTTERS (TYP.) OPTIONAL HARDIE SHAKE -T 18'-6114" BEARING HEIGHT SIDING (TYP.) J TO 6"16" (TYP.) FIBERGLASS SHINGLES (TYP.) 12 ��5 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'•1118" BEARING HEIGHT 0'-0" FINISHED FLOOR 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGHT 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR COMMUNITY DEVELOPMENT APPROVED 911 P.T. 216" TRIM CV r K? WOOD COLUMN 6"16" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 6"X6" W OD COLUMN DETAIL SCALE: =1 0" 11" P.T. 2"X6" TRIM 8n WOOD COLUMN 8"X8" FINISHED DIMENSIONS P.T. 2"X6" TRIM 11" 8"X8" W OD COLUMN DETAIL SCALE: 112" 1' jFE- V L1. ■ X w J a D O to O III N Lu J L SIDING (TYP.) J TO 6"16" (TYP.) FIBERGLASS SHINGLES (TYP.) 12 ��5 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'•1118" BEARING HEIGHT 0'-0" FINISHED FLOOR 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGHT 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR COMMUNITY DEVELOPMENT APPROVED 911 P.T. 216" TRIM CV r K? WOOD COLUMN 6"16" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 6"X6" W OD COLUMN DETAIL SCALE: =1 0" 11" P.T. 2"X6" TRIM 8n WOOD COLUMN 8"X8" FINISHED DIMENSIONS P.T. 2"X6" TRIM 11" 8"X8" W OD COLUMN DETAIL SCALE: 112" 1' J V L1. ■ X w J a D O to O III N Lu J L w cwn O' N am() O W V L � _ foul (� V Oz = N E N SIDING (TYP.) J TO 6"16" (TYP.) FIBERGLASS SHINGLES (TYP.) 12 ��5 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'•1118" BEARING HEIGHT 0'-0" FINISHED FLOOR 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGHT 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR COMMUNITY DEVELOPMENT APPROVED 911 P.T. 216" TRIM CV r K? WOOD COLUMN 6"16" FINISHED DIMENSIONS N P.T. 2"X6" TRIM 6"X6" W OD COLUMN DETAIL SCALE: =1 0" 11" P.T. 2"X6" TRIM 8n WOOD COLUMN 8"X8" FINISHED DIMENSIONS P.T. 2"X6" TRIM 11" 8"X8" W OD COLUMN DETAIL SCALE: 112" 1' 1'4' STONE CAPERED COLU DETAIL SCALE I/2" 1'-0" WIND W TRIM: TOP- "AND6" SIDE AND BOTTOM - 6" OPTION L WINDOW TRIM SCALE: 1/2" = V-0" J V L1. ■ X w J a D O to O O H Q N Lu J L w cwn 1'4' STONE CAPERED COLU DETAIL SCALE I/2" 1'-0" WIND W TRIM: TOP- "AND6" SIDE AND BOTTOM - 6" OPTION L WINDOW TRIM SCALE: 1/2" = V-0" 0 L r , Date 02-22-19 Scale AS SHOWN Job 1967D-9/8 Sheet A2. 1 J V L1. E X w J a D O to = w m U zLn Q O H Q N Lu J L w cwn O' N am() O W V L � _ foul (� V Oz = N E N +-' dam' w Q O Ln z E ON 0 N � ry a d 4-1 °o Cn 0 L r , Date 02-22-19 Scale AS SHOWN Job 1967D-9/8 Sheet A2. 1 V E (Q� V 'i N Q1 ■� M L LL 'a O' N am() W V L � _ foul (� V = N E C] +-' dam' w Q O ii z E 0 N � ry a 4-1 °o CD CL O oC CD o 7 L N O ANN. bCD = C d- �./7 � z ar O "' U `° m n m .°? 0 0 L r , Date 02-22-19 Scale AS SHOWN Job 1967D-9/8 Sheet A2. 1 12 51 E a uia � N FRONT ELEVATION "B" 1 GABLE ROOF SCALE; 1/4" =1'--0" 12 5� 11111171 27'-0 518" TOP OF ROOF FIBERGLASS SHINGLES '-(TYP.) .12 OPTIONAL HARDIE 5 SHAKE OPTIONAL SHUTTERS (TYP.) I 18'-6114" BEARING HEIGHT I OPTIONAL CRAFTSMAN GARAGE DOOR CONTRACTOR MUST VERIFY ALL DIMENSIONS NOTE: OPTIONAL HARDIEBOARD SHAKE OR BRICK FINISH. 4' OFF -RIDGE VENT (TYP.) HARDIEBOARD LAP SIDING (TYP.) REAR ELEVATION SCALE: 1/4" =1'-0" C:\Users\bille\OneDrive\1-Drawings\JWB Construction Group\1967D-9-8-4BR-2.5BA-2G 30X50 89-95 2nd Street Atl Bch\2019-02-22 1967D-9-8-4BR-2.5BA 2 CAR.dwg, 2/22/2019 11:40:34 AM \-4'74" P.T. POST WRAPPED HARDIEBOARD STUCCO TO 6"16" (TYP.) SIDING (TYP.) NOTE: OPTIONAL HARDIEBOARD LAP SIDING, HARDIEBOARD SHAKE OR BRICK FINISH. 4"X4" P.T. POST WRAPPED TO 6"76" (TYP.) FIBERGLASS SHINGLES (TYP.) 12 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT* 0'•0" FINISHED FLOOR 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGH 4" HARDIE TRIM (TYP.) 10'-51/8" 2ND FLOOR 9'-1118" BEARING HEIGHT � 0 04" FINISHED FLOOR_ COMMUNITY DEVELOPMENT PROVED e V 9" 617611 WC DETAIL SCALE: 112" =1' 11" 8" 11" 8"X8" WC DETAIL SCALE: 112" =1' 1' T. 2"76" TRIM D COLUMN 'FINISHED NSIONS T. 2"X6" TRIM COLUMN .T. 2"16" TRIM OOD COLUMN X8" FINISHED MENSIONS .T. 2'76" TRIM D COLUMN 11-411 STONET �PERED COLUMN ETAIL SCALE., 112" =1'- " WINDOW RIM: TOP - 2" D 6" SIDES AN BOTTOM - 6" OPTIONAL INDOW TRIM SCALE: 1121= V-0" J � x U3 � � O = V w m MEN N 0 w �C J cw � w O ■� > M n,� O z INN a- Ln � N � E 00 UAn z 0 OPTIONAL CRAFTSMAN GARAGE DOOR CONTRACTOR MUST VERIFY ALL DIMENSIONS NOTE: OPTIONAL HARDIEBOARD SHAKE OR BRICK FINISH. 4' OFF -RIDGE VENT (TYP.) HARDIEBOARD LAP SIDING (TYP.) REAR ELEVATION SCALE: 1/4" =1'-0" C:\Users\bille\OneDrive\1-Drawings\JWB Construction Group\1967D-9-8-4BR-2.5BA-2G 30X50 89-95 2nd Street Atl Bch\2019-02-22 1967D-9-8-4BR-2.5BA 2 CAR.dwg, 2/22/2019 11:40:34 AM \-4'74" P.T. POST WRAPPED HARDIEBOARD STUCCO TO 6"16" (TYP.) SIDING (TYP.) NOTE: OPTIONAL HARDIEBOARD LAP SIDING, HARDIEBOARD SHAKE OR BRICK FINISH. 4"X4" P.T. POST WRAPPED TO 6"76" (TYP.) FIBERGLASS SHINGLES (TYP.) 12 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT* 0'•0" FINISHED FLOOR 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGH 4" HARDIE TRIM (TYP.) 10'-51/8" 2ND FLOOR 9'-1118" BEARING HEIGHT � 0 04" FINISHED FLOOR_ COMMUNITY DEVELOPMENT PROVED e V 9" 617611 WC DETAIL SCALE: 112" =1' 11" 8" 11" 8"X8" WC DETAIL SCALE: 112" =1' 1' T. 2"76" TRIM D COLUMN 'FINISHED NSIONS T. 2"X6" TRIM COLUMN .T. 2"16" TRIM OOD COLUMN X8" FINISHED MENSIONS .T. 2'76" TRIM D COLUMN 11-411 STONET �PERED COLUMN ETAIL SCALE., 112" =1'- " WINDOW RIM: TOP - 2" D 6" SIDES AN BOTTOM - 6" OPTIONAL INDOW TRIM SCALE: 1121= V-0" V) C 0 0 �� � N � Cp -j l0 L n Q0 Ln 0) V Z., CL ca rnM N Date 02-22-19 scale AS SHOWN Job 1967D-9/$ Sheet A2. 1 J � x U3 � � O = V w m I-- N 0 w �C J cw � w O ■� > M n,� O z a- Ln � N � E 00 V) C 0 0 �� � N � Cp -j l0 L n Q0 Ln 0) V Z., CL ca rnM N Date 02-22-19 scale AS SHOWN Job 1967D-9/$ Sheet A2. 1 � o Vim N E ' � ■� > M n,� LJL C=) V � N � E UAn z 0 a tA ..�. j o V) C 0 0 �� � N � Cp -j l0 L n Q0 Ln 0) V Z., CL ca rnM N Date 02-22-19 scale AS SHOWN Job 1967D-9/$ Sheet A2. 1 C:\Users\bi II a\One Drive\1- TYPE "C" FLASHING (WHERE EXTERIOR BUILDING PANELS JOIN HORIZONTALLY) TYPE "B" FLASHING FIBERGLASS SHINGLES ON (WHERE CHIMNEYS AND 15# FELT OVER 7/16" O.S.B. WALLS MEET ROOF) WITH 112" CLIPS PRE-ENGINEERED TRUSS ROOF SYSTEM 2X BLOCKING* 12 SEE FIRE CAULKED* RP ELEV. \� —TYPE "A" FLASHING R-38, INSULATION 518" GYP. BOARD DOUBLE 2X TOP PLATE WITH APPROVED HURRICANE ANCHOR AT ENDS OF EACH TRUSS *IF WITHIN 3'OF PROPERTY LINE, FIRE BLOCK AND FIRE CAULK BETWEEN TRUSSES TO BOTTOM OF ROOF DECK DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE 16" FLOOR TRUSS R-30 INSULATION 518" GYP. BOARD DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE d d a TYPICAL WALL SECTION d In FASCIA STYLE PER BUILDER 1'-4"UNLESS VINYL SOFFIT (TYP-) OTHERWISE NOTED R13 INSULATION 2"74" FRAMING (TYP.) 2ND FLOOR BEARING HEIGHT R13 INSULATION 2"14" FRAMING (TYP.) SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL NOTE: THIS WALL SECTION IS FOR AESTH ETIC PU RPOSES ONLY. VERIFY ALL CON DITIONS SHOWN WITH BUILDER. SEE STRUCTURAL PLANS FORCONNECTIONS AND TIE DOWN INFORMATION. • - -.. _ -- . , • �__...._,.,� �,Q �„„�+r,irr3on Group\1967D-9-8-4BR-2.56A-2G 30X50 89-95 2nd Street Atl Bch\2019-02-22 1967D-9-8-4BR-2.SBA 2 CAR.dwg, 2/22/2019 11:40:36 AM R703.4 FLASHING: 2.314" APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL N FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE N 5..EXTERIOR WALL FINISH. APPROVED ANTI -CORROSION RESISTANT FLASHING SHALL 318" OR 518" BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH 26 GAUGE GALVANIZED B 56 SAANGLE FLASHING C Z GAUGE FL SH FLASHING GALVANIZED FRAME OR STUCCO WALLS, WITH PROJ ECTING LIPS ON BOTH SIDES UNDER STUCCO A 2.112" METAL DRIP EDGE COPINGS. 2. UNDERANDAT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SHINGLES: VALLEY FLASHING: 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. UL CLASS A FIRE RATING: ASTM D 3018, TYPE I 26 GA. GALVANIZED, 18 WIDE 4. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TOA WALL OR FLOOR UL WIND RESISTANCE: FASTENING: ASSEMBLY OR WOOD FRAMED CONSTRUCTION. UASTM D 3161, TYPE I (MODIFIED TO 110 MPH) (4)11 OR 12 GAUGE NAILS 1.114" LONG WITH 318" 0 HEAD 5. AT ALL WALL AND ROOD INTERSECTIONS. 6. AT BUILT IN GUTTERS. FLASHING DETAILS AND SHINGLE INFORMATION SCALE: 3" =1'-0" FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD / GALVANIZED METAL ORV WITH BAFFLE SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL ORV FLANGE OVER SHINGLES AT BASE 1116" OSB OVER J PRE-ENGINEERED WOOD TRUSSES OFF RIDGE VENT DETAIL NOT TO SCALE APPROVED WEATHER BARRIER OVER USB INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" AND 1" BEYOND DOOR JAMB INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" CUT WEATHER BARRIER IN AND AROUND JAMBS SET THRESHOLD IN BED OF SEALANT DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T.S. GENERAL NOTES: 1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 2.518" TYPE "X' GYP. BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ABOVE PER FBC R302.6. 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE). GUARDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R312.1 FOR GUARDRAIL REQUIREMENTS AND OPENINGS. *HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE FLOOR OR GRADE. *OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAMETER REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER THAN 4.318" IN DIAMETER TO PASS THROUGH. HANDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.8 FOR HANDRAIL HEIGHT CONTINUITY AND SIZE. *HEIGHT: MUST BE BETWEEN 34.38" MEASURED VERTICALLY FROM SLOPED PLANE. *CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY NEWEL POSTS. *SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1-114"-2" IF CIRCULAR SHALL HAVE BETWEEN 4.6" PERIMETER IF NOT CIRCULAR. STAIR NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.5 FORTREAD DEPTH, RISER HEIGHTS AND STAIRWIDTHS. *RISERS: 7.314" MAXIMUM WITH NO MORE THAN 318" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 318" DIFFERENCE BETWEEN LONGEST AND SHORTEST RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25". TREAD. THE SUM OF 2 TREADS AND 1 *WIDTH: 36" MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31.112" BELOW HANDRAIL. VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER LINE OF VALLEY. SEE MANUFACTURERS WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. 2. DO NOT NAIL MINIMUM 6" FROM VALLEY CENTER LINE. OVER PRE-ENGINEERED WOOD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT OVER 7116" OSB VALLEY FLASHING DETAIL NOT TO SCALE ED METAL FLANGE PLUMBING STACK SLASHING DETAIL NOT TO SCALE 1) 112" DENSARMOR PLUS OR 112" TOUGH ROCK GYP. BOARD. 2"X4" STUD WALL @ 16" O.C. FROM TOP OF SECOND 1 FLOOR DECKING TO BOTTOM CHORD OF ROOF TRUSSES, R•11 TOTAL PER PARTY WALL. 2 314" AIRSPACE BETWEEN STUDWALLAND DENSGLASS 3 3 SHAFTLINER (DRAFT STOPPING AS REQUIRED PER FBC R-302.12). 4 DOUBLE LAYER OF 1" THICK DENSGLASS ULTRA SHAFT LINERJOINEDWITH H -STUDS. C -TRACK AND ALUMINUM ANGLE CLIPS AS REQUIRED PER MANUFACTURERS SPECIFICATIONS. FRAME PARTY WALL CONSTRUCTION UL DESIGN: U373 SCALE: 1" =1'-0" MINIMUM COVERAGE EACH SIDE OF PARTY WALL 4' 4' it 112" FIRE RETARDING PLYW00q 112" FIRE RETAi � .I NG PLYWOOD 7116" OSB 7116" OSB 112" FIRE RET►NG 'i PLYWOOD 7116" OSB it 112" FIRE RETARDING PLYW00q l 112 FIRE RETARDING PLYWOOD112" FIRE RETARDING PLYWOOD 7116" OSB 112" FIRE RETAi � .I NG PLYWOOD 7116" OSB 7116" OSB 112" FIRE RET#) 'i NG PLYWOOD 7/16" OSB l 112 FIRE RETARDING PLYWOOD112" FIRE RETARDING PLYWOOD 7116" OSB 112" FIRE RETAi � .I NG PLYWOOD 7116" OSB DENSGLASS PARTY WALL BELOW—/ FIRE RATED WALL SHEATHING 4' ON BOTH SIDES OF ADJACENT UNITS. ROOF SHEATHING DETAIL AT PARTY WALL SCALE: 114" = V-0" STEPS 01 IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING, CUT AT INVERTED " 1"'. (D INSTALL 6" WIDE SELF ADHESIVE SILL FLASHING THAT EXTENDS 4" BEYOND OPENING. T APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY A4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. 5U APPLY A4" SELF ADHESIVE HEAD FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. © REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. (D JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8.112" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. QWEATHER RESISTANT BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. n JAMB FLASHING APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING. SECURE WRB AT HEAD SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SECTION A -A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. A INTERIOk aicru TOP LEFT CORNER OF WINDOW A nCAI ALIT \ FLASHING -� WEATHER RESITIVE BARRIER (NRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. WINDOW INSTALLATION SCALE: N.T.S. C CONTINUE THIS DETAIL THROUGH SOF T C -CHANNEL REWEDTO DE( RC F DECKING ROO FLASHING AT HEAD EXTENDS `112' DRYWALL 1" BEYOND JAMB FLASHING. ,e /' Q5 HEAD FLASHING FI BLOCKING AS RE EMBED BOTTOM OF THE HEAD FLASHING ' AGAINST THE PREVIOUSLY APPLIED DRYWALL SEALANT (FLASHING GOES OVER SEALANT). ' C4 EXTEND BEYOND G AST NHING JA BFLAIN PLACE. SH SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SECTION A -A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. A INTERIOk aicru TOP LEFT CORNER OF WINDOW A nCAI ALIT \ FLASHING -� WEATHER RESITIVE BARRIER (NRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. WINDOW INSTALLATION SCALE: N.T.S. C CONTINUE THIS DETAIL THROUGH SOF T C -CHANNEL REWEDTO DE( RC F DECKING ROO > I LTRA 16"O.0 v TYPICAL ATTIC PARTY WALL - UL DESK SCALE: 1" =1'-0" 201XSTUDS @ 16"O.0 112" RYWALL 314 IR SPACE 1" 16" FLOOR TRUSS DENSG ULTRA `112' DRYWALL . FI BLOCKING AS RE 112 DRYWALL ' C4 HANNEL 2" " STUDS @ 16"0.( 314 AIRSPACE TYPICAL PARTY WALL 2ND F OOR 112" YWALL FIRE LOCKING y 1" D SGLASS 214 STUDS @ 'i 314" 1R SPACE > I LTRA 16"O.0 v TYPICAL ATTIC PARTY WALL - UL DESK SCALE: 1" =1'-0" 201XSTUDS @ 16"O.0 112" RYWALL 314 IR SPACE 1" 16" FLOOR TRUSS DENSG ULTRA UL DESIGN: U373 SCALE: 1" =1'-0" 2"4" STUDS @ 16"0.I (R 3INSULATION) 11 DRYWALL 31 "AIRSPACE CONCRETE SLAB -2" "PLATE WITH SEP C- HANNEL TYPICAL PARTY WALL TO SUkB UL DESIGN: U373 SCALE: 1" =1'-0" 112" DRYWALL 1.. DENSGLASS ULTRA 2"X4 STUDS @ 16"O.C. (R -INSULATION) 112" RYWALL 314" SIR SPACE C-C&NNEL TYPICAL OFFSET WALL BE UL DESIGN: U373 SCALE: T' =1'-0" EN UN' `112' DRYWALL . FI BLOCKING AS RE 112 DRYWALL ' C4 HANNEL 2" " STUDS @ 16"0.( 314 AIRSPACE TYPICAL PARTY WALL 2ND F OOR UL DESIGN: U373 SCALE: 1" =1'-0" 2"4" STUDS @ 16"0.I (R 3INSULATION) 11 DRYWALL 31 "AIRSPACE CONCRETE SLAB -2" "PLATE WITH SEP C- HANNEL TYPICAL PARTY WALL TO SUkB UL DESIGN: U373 SCALE: 1" =1'-0" 112" DRYWALL 1.. DENSGLASS ULTRA 2"X4 STUDS @ 16"O.C. (R -INSULATION) 112" RYWALL 314" SIR SPACE C-C&NNEL TYPICAL OFFSET WALL BE UL DESIGN: U373 SCALE: T' =1'-0" EN UN'