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1,34 1.5'1 DEPARTMENT NATURAL RESOURCES CURRENT COASTAL CONSTRUCTION CONTROL LINE PLAT 500K 26, PAGE 26 RECORDED SEPTEMBER 15, 1988 s ROLLING ENTRY GATE 4.00 24" x 24" ENTRY COL W/ LIGHT AB V. TREE LINE (50% OR GREATER EXOTICS) x 5.00 b.00 PARCEL # 2529-343-0002-000-8 UNASSIGNED OCEAN DRIVE VACANT JOHN RUFOLO 340.49' w b x 3.5 N 12' 6" t9 at ': o �'cp Co roa TREE LINE (50% Ofy, GRt-ASER EXOTICS) PARCEL # 2529-343-0003-000-5 4580 OCEAN DRIVE OCCUPIED FFE = 18.11' HOUSE & DECK ENVELOP 1 S 89140'30" W �(8 2 x 12. TS 6 239.72' N 89040'30" i x 12, vd 19'12 DEPARTMENT NATURAL RESOURCES OLD COASTAL CONSTRUCTION SETBAC< LINE PLAT 500K 19 PAGE 8 EDUNE GI;Z 7.5 1.5 w X 3.3 OF 5.4 246.55' X 3.9 w \n \ S 89040'30" W i SEASONAL HIGH WATER LINE ELEV. 5.4' NAVD OF IWO, LOCATED OCTOBER IS, 2011 N.G.V.D. 0.00' = N.A.V.D. +1.47' 0.5 0.0 N s wQ UUCP 4.0 a cP b w rn w 50.0 a x �2 r?�a 5.4 MEAN HIGH WATER LINE, LOCATED ON OCT05ER IS, 2017, ELEVATION 0.52', NAVD OF 1988, CONVERSION TO NAGD 1929 IS 41.49) SCANNED BY St Lucie County DATE : 44H231 DRAWN BY : p. CHECKED : Mc BEVISIONS : File 1,34 V DEPARTMENT NATURAL RESOURCES CURRENT COASTAL CONSTRUCTION CONTROL LINE PLAT BOOK 26, PAGE 26 RECORDED 5EPTEM5ER IS, 1988 ROLLING ENTRY GATE 4.00 24" x 24" ENTRY COL. W/ LIGHT ABV. TREE LINE (50% OR GREATER EXOTICS) x 210 x 5.00 PARCEL# 2529-343-0002-000-8 UNASSIGNED OCEAN DRIVE VACANT JOHN RUFOLO 6.00 6.00 1.00 1r b TREE LINE (5096 PARCEL# 2529-343-0003-000-5 4580 OCEAN DRIVE OCCUPIED FFE = 18.11' HOUSE & DECK ENVELOP i �(8 2 z \\\\ m x 12. h 1.9 o 239,72' \ N 89040'30" i s x 1912 DEPARTMENT NATURAL RESOURCES OLD COASTAL CONSTRUCTION SETBACK LINE PLAT BOOK 19 PAGE 8 EASTERLY DUNE GR 5. 0 OF 5.4 246.55' S 89040'30" W S SEASONAL HIGH LUATER LINE ELEV. 5.4' NAVD OF 1988, LOCATED OCTOBER 19, 2011 N.G.V.D. 0.00' = N.A.V.D. +1.47' 0-mT 1 wNri E1 m 015 0.0 tP ,, W F 4.0 � N a 3 NNW 50.0 , x b2 c �t 5.4 >=P nn^ MEAN HIGH WATER LINE, 1QG, LOCATED ON OCTO5ER 1% 201-1 ELEVATION 0.52', NAVD OF 1988, CONVERSION TO NAGD 1929 IS (+1,49) 0 RECEIVED _\ N /I_ MAY 10 2018 ST: Luclo f>snwn4YE P+rrntxting.. DATE 04t DRAWN BY: pe " CHECKED : Mc REVISIONS: _ 1 F.F. TILE rL, i I I I I 39' 2" 1 I- I GARAGE II II'4" CLG. HT. (9'4" ASV. O'O") I L CONC, FL. I I 1/2" GYP, BD. ON 2x FRAME WALLS I I AND 5/8" STUCCO ON BLK. WALLS IN GARAGE 5/13" TYPE "X" GYP. BD, CL'G. W/ KNOCK-DN. FINISH 6' 4" 1 IS' 2" I I -I'6-I'6', F.FF I I 1 ELEVATOR EQUIP. I I GONG, STEPS TO BE MOUNTED AT I 1 (3) 6' RISERS W/ 15' NAVD I 12" TREADS (20 MIN RATING 0 DOOR AND ELEVATOR FRAME) N 3 O S.C. 50 AMP 18 3001, x 5' 0" ��/ 17[ CAR CHARGER 40' 3" (20 MIN RATING DOOR AND FRAME W/ WAGER SPRING HINGE OR EQUAL '0" FIN. FL. I PER FBC R302.5.0 SrV—D. i a S.C. 3' O" x 10.1 II UP 11 O' 5' 6" ffF L II' 5" 8" IS' 4" 8" 4 p CONIC. STEPS (2) 6" RISERS W LOUDER FOYER S4" CL'G. HT. (SEPARATE DAMPER CONTROL/THERMOSTAT) TILE FL. 19 EQ. RISERS a T.I6" • II'4" RAILING 210" ABV. EDGE OF TR, I" NOSING TYP. 3 - 2 x 12 STRINGERS - (2) 1.16" RISERS + (U 10" TREAD - 24,32" 11' 3" S" O 12" TREADS I" 0" R 12 Ell O F.F. CLG. SLOPE N.A.v.D. FOR STAIR 1 STOR. F.F. GARAGE I 1 --ABV.-4 4' 0" io x 8� O ip - II'4" CLFs. HT, (9'4" ABV, O'O") GONC,- LL 1 1 0 0 Z_ I/2" GYP. BD, ON 2x FRAI 1E WALLS � O1 AND 5/I " STUCCO ON BL WALLS IN G AR14GE 5/ TYPE "X" GYP. BD, :;L'G. W/ O �----------------- -KNOC4DN. FINISH p • WATER HEATER (W/ CIRC. PUMP 4 TIMER) ON PLATFORM ® 11.0' NAVD 20' all GENERAL NOTES: I. VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE PROCEEDING WITH WORK. 2. CONTRACTOR TO NAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED. (OWNER, 4 OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) THESE PLANS AND ALL PROPOSED WORK 3. PROVIDE ACCESS TO ALL CONCEALED PLUMBING ARE SUBJECTTOANY CORRECTIONS REQUIRED BYPIRLO iNBPICTORB THAT SLIP JOINTS. MAY BENECEBBARYINORDER TO 4. PROVIDE EGRESS WINDOW UNIT AT BEDROOMS. COMPLY WITH ALLAPPUOABLi0OD88' 5, DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, 6. PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY AND SIDEWALKS FOR LANDSCAPE LIGHTING AND IRRIGATION. -1. VERIFY A/C UNIT'S SEER WITH ENERGY CODE. 8, USE TEMPERED GLASS AT ALL HAZARDOUS AREAS. B, USE MOISTURE RESISTANT DRYWALL AT WET AREAS. ALL MANUFACTURES LABLES SHOWING 10. SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS, U FACTORS AND SHGC COMPLIANCE EASEMENTS 4 SETBACKS PRIOR TO ANY CONSTRUCTION WRIT FEC ENERGY CODE MUST AND SHALL IMMEDIATELY CONTACT 4 NOTIFY ARCHITECT REMAIN ON ALL DOORS AND WINDOWS IF ERRORS OR PROBLEMS ARISE. UNTIL INSPECTIONS ARE APPROVED 11. OWNER 4 OR CONTRACTOR IS RESPONSIBLE FOR PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. 8' O" x 8''0" O.N.D. I I 9' 4" ; I I�- I I I I I ' ' I I ' II,'-- - 110 --------------------- 18"I x �I 9' 4" I— I � = I � O I I ZZ 5/5" STUCCO ON 1 12" x 16" CONC. COL. (TYP. OF 3 PLACES) SEE ENGIN. PLANS I BY 'OTHERS' J 4' 0" 00 ' 11 2T' 4" 21' 4 I � i OI y ILI m Zi W J' I I J ID I � I z a , i v I m I I all i i I i i I i I 9' 10" `--------- _____________________________ __ ______ 2 QUIP. ON 24' H. STAND COLO' AVD MIN.)(3) 6" a rna« C 322 L6 STEP DN. W -Q� F� W/ HO E BIBB . 3' O" x 8' „ PO P 4 EQUIP "� � 9.0 BELOW V-4 9'4" CLG. WTILE 3' O" 6' 3" II"V is, S" 4" 4" 1 � nen ®MIRI COVERED PORCH cab. 9'4" CL'G. HT. / -O'4" F.F. VTR PAVERS TANKS TO BE PROVIDED GAS GENERATOR '� g P IOY_4"x_8O__---- ____ 1O4x8O 5H LOUVERED ALL Q IP. ON 24" VW LOUVERED ATE ALUM. STAND GATE 2 (11.0' NAVD MIN.) oe. cc oavo I c. 22' 2" 43' 6" 5/8" STUCCO ON 16" x 16" CONIC, COL. SEE ENGIN. PLANS $ BY OTHERS' —\ 'v IS' 8" 20' O" in PO TR.9 - N.A.V.D. p a - 1 4 x 8 0 _ - _ , 5' H LOUVERED ------- GATE I--------- 5' 4" I I I 1. 4" 1' 4" a� to IS EQ, RISERS ® -1,26" " 11'6" RAILING 2'10" ABV, EDGE OF TR, I" NOSING TYP. 3 - 2 x 12 STF INGERS �((2�)�1.26 RISERS + lU 10" TRE 4D • 24.52" a ST. LIICIE COUNTY Si ILDP?C >� REVIF.R'ED FOR C 1\C REVIEWr.D BY DATE PLANS AND J ST BE KE43 GZ: i:v li'iSf' flSi4 WILL HE.NUDE. 9' 0" IILS*141,::i, : �::: `::g1 � �` 1 i: MLA "I M/ ml "I " DATE : O, DRAWN BY : P, CHECKED Mc REVISIONS GENERAL NOTES: O O _118111 F.F. F >I a' 8" BLK. WALL BELOW PLANTER nH IT I' 1 I , 13''6" IT , O I I I 4 v/c. I I I I I LL u I I I _- _ _♦ -F -; 2 Sir PLANTER $ LF r 9a O �- O QI O u. o, N O , , , , , ro 6' 2' 5" 3" ' 0 , O11 I 42' F.F. 8.3 TOOL SHOP II'4" CLG. HT. l9'4" ABV.';'{, TILE FL, 21 OII a 3 O 5' O" 0 r ro 45' 2" l21 61, GARAGE II 1 1 II'4" CLG, HT, (94" ABV, O'O") CONC. FL, I I 1 1 1/2" GYP, BD. ON 2x FRAME WALLS I I AND 5/8" STUCCO ON BLK, WALLS IN GARAGE 5/8" TYPE "X" GYP. BD. CL'G. W/ 1 KNOCK-DN, FINISH I I 1 61 411 9' 211 ELEVATOR EQUIP. TO BE MOUNTED AT 15' NAVD Fwv �_11611 F,F. I I I CONC. STEP F3) 6' RIS 12" TREA (20 MIN RATING - DOOR AND FRAME W/ HAGER SPRING HINGE OR EQUAL �011 FIN. FL. - N PER FBG R302.5.0 5r.V.D. � N 0 UP 3'O"x dO" II rr 1. 0.15' 6" CONIC. STEPS _______________ , (2) 6" RISERS W 12" TREADS F.F. GARAGE - II'4" CLG. HT. (04" ABV. CO") CONC. kL. 1/2" GYP, BD, ON 2x FRAI IE WALLS AND 5/�" STUCCO ON BL . WALLS IN GARj4GE 5/8" TYPE "X" GYP. BD. L'G, W/ SW FINISH --KNOCI�i-DN, WATER HEATER lW/ CIRC, PUMP t TIMER, ON PLATFORM 0 11,0' NAVD 20' 011 (20 MIN RATING DOOR AND FRAME) II' 2" 40' 3" LOWER FOYER 914" CL'G. HT, (SEPARATE DAMPER CONTROL/THERMOSTAT) TILE FL, 19 EQ. RISERS ® 1.16" = II'4" RAILING 210" ABV. EDGE OF TR, I" NOSING TYP. 3 - 2 x 12 STRINGERS (2) 116" RISERS a (1) 10" TREAD = 24.32" J 4' O" 0'0' FIN, FL. A. 9,5 N.V,D. F.F. a,a II" � xp 811 PAP 1, VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE PROCEEDING WITH WORK. 2. CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED. (OWNER, E OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) 3. PROVIDE ACCESS TO ALL CONCEALED PLUMBING SLIP JOINTS, 4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS. 5, DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS. ro, PROVIDE PVC SLEEVES AS REQUIRED A7 DRIV AND SIDEWALKS FOR LANDSCAPE LIGHTING ,41 IRRIGATION, -1, VERIFY A/C UNITS SEER WITH ENER CODE, 8, USE TEMPERED GLASS AT ALL ARDOUS AREAS, S, USE MOISTURE RESISTANT D ALL AT WET AREAS, 10. SURVEYOR SHALL VERr ALL SITE DIMENSIONS, EASEMENTS < SETB, RIORTO ANY CONSTRUCTION AND SHALL IMgSE ATECONTACT < NOTIFY ARCHITECT IF ERRORS„G� PROBLEMS ARISE, 11, OWNERR CONTRACTOR IS RESPONSIBLE FOR PR ING DESIGN GUIDELINES AND RESTRICTIONS PER DIVISION'S ARCHITECTURAL REVIEW BOARD, 27' 4" O" x 8' 0,001.rwD, , I I , S1 411 ; 811 211 411 8,1 I I I w ; I I 1 ' 1 11 110 _____________________ ------------------------------------------ 18.11 ell it x 9' 4" �_ Q JI 1 a F1 I 0'1 1 y I LLI I O I I I Oi i m WI Z_I 1 W I I Q JI I I I „m I V I 5/8" STUCCO ON 1 Z I 1 a 12" x 16" CONIC, COL. _ I (TYP. OF 3 PLACES) :p I SEE £NGIN. PLANS M 1 BY 'OTHERS' I I I I 1 I I I I I I I 12 3' O" / -O'4" F.F. 9.161 N.A. .D. O O TANKS TO BE PROVIDED 7 y GAS � GENERATOR i0 F 5' H LOUVERED LL EQUIP. ON 22' 5' H LOUVERED ATE M. STAND (11,0' GATE NAVD MIN.) 22' 2" 431611 Is ze z� z Q Oath Q"m�Qm `!Z Ov W r ■ 0 9 ��zs za zO1m m N= m w �muw w 5 S ART �m oaf ag3Q�mdm ua m_bmm33m I i I I I I I 1 I I I I I I I I I I i 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 I I I I I I �_116�1 IF'.FAAA. I I � I I I I I I I I I — — — I I I I 1 ' II' 6" i '-----'-------- — — — — — — — 9' 10" ------------ ------ I I I I I I -----' ALL EQUIP. ON 24'l A UM. STAND — — DN. --all 11 (11.0' NAVD MIN,) SHOWER STEP m D�� QT W/ HOE BIBS 31 0" x . DR PO P t EelUIPFE n PO HTR.9 9.0 BELOW *n N.A.v,D. i0 O I 1 4 XW _ O 41 F 1 ---------- , 5'H LOUVERED I GATE I---------- I ------------ I � 5' 4" LIN I I � I 181 811 1' 411 COVERED PORCH 9'4" CL'G. HT. I PAVERS I 5/8" STUCCO ON I 16" x 16" CONC. COL, SEE ENGIN. PLANS $ BY 'OTHERS' " I F I - - - - 18.511 1'4' 20' O'1 91 011 19 EQ, RISERS a 1,2a, : II'6" RAILING 210" Al EDGE OF I" NOSING TYP. 3 - 2 x 12 STF (2) 1,26" RISERS + (1) 10" THE I11 TR, INGERS 4D = 24,52" File COpv luded On DATE 04/23/15 DRAWN BY: pe me CHECHED : Mc REVISIONS : AREA CALCULATIONS Clot Floor) 15T Floor A/C 1028 S.F. 2ND Floor A/C 2180 5,F, 31l Floor A/C 2105 5,F. Total AC 5.313 S,F, Garages 2501 S.F. IST FL. Cov. Porch 355 S.F. Upper Cov. Porch ! Balc. 414 S.F. 2ND FL. Porches -151 5,F. Balcony lie S.F. Entrance 118 S,F, Total Non A/C 4,25i S.F. Total Under Roof %rro S.F. • All VOLUME 54,845.8 UBIC SQUARE FT. 2 • Contractors to verify al footages • All areas are calculated to outside dimensions. 5/8" drywall on ceiling. 2 x 4 or 2 x 6 Interior frame wall w/ etude, at — fro" o.c. max. Add blk'g. A mid ht. Finish W/ 1/2" drywall E wood base. Attach bottom plate stud with (2) 16d nal toe -nailed. Attach top plate to roof joist w/ (2) 16d nails. Where applicable. Attach top plate to stud with (2) 16d nails toe -palled. Use 3/16" x 3 1/2" Tapcone at 32" 1 for attachment Into hollow core above. 3/16" x 3 1/2" Tapcons at ' o.c, on 4" conc. slab or floor trusses, iu n Ann .A o 2' OII CANT. v s 1,1411 ® CW26 4' 816" x 5' 1126" EGRESS 8' 10%,, CW14 2'4%"x4'POP 411 51 B11 m 21 I�I 40' 6" al 01 41 r� 12' 6" 8" `L'E' AIR '14' 6" 3' 6" © CWI6 2'4Wx5' 1116" 10' O" 221 0" g' Oil I' OII 48" 14. 1/2 RAILING ---_� — -- ------------- LINE OF WALL BELOW II g1 OII 1' OII i I ' 1 I - I m I o ro 5/8" STUCCO ON I ' 12" x 16" CONC. COL. I (TYP. 3 PLACES) SEE ENGIN. PLANS 0 ' 5' 8" TEMP. I BY 'OTHERS' I `r fa _ i ----- _ POOL WALL BELOW + m Z x ' a 3m BEDROOM 04 N U I F 4MIL ROOM N 3 N = 10'8" CLG. HT. 1 - _ � MAR MARBLE 10'B" CLG. HT. I I 1 m Q 3 RIS N MARBLE I I.U.I,C. I I w CLG. r MARBLE 5/6" STUCCO ON I Q Z 16" x I6" GONC, 8' all 4' g" I W > N (TYP. 2 PLACES) `' I SEE PLANS N COVERED ERED BY 'OTHERS' S' _ "� u� 0 211011 o fi�'ORCH m ---------------------- ro� roe _ E EVATOR 1 = 10'8" CLG, HT. I (5/8" STUCCO ON P.B. METAL LATH) I III3' O° TILE -- __ - - 4' 911 61 411 18 IB' II"I II" I I 0111411 61 4" 1 0 , I 2 w 0 O (3_ I O � m I (DAI V- O w M 1 N I r - If, LU N Q - II'0 =.F. m v I m^ of n I 5' O" • �1 13, B" POOL �— - O Z OI 11 11 - Ox �0��� - - -- - -'i - Ui I S a �I I ' ENTR a COFFER CLARBO " TO 111 11 DINING ROOM N 3 \ 0 COFFER CLOG, IOS" TO II'B" 1 = 10'8" CLG. NT. _____________ _ MARBLE I I _ _ O (5/8" STUCCO ON 30 O" 1 fill 31 01, 61 011 y1 01 -- - "" m P.B. METAL LATH) - TILE = I - - - - - - - - - - - - - - - - - - - - - - - 7 0" TYP. \ ______________________-_______, 1 — —------- O UP - ------------- I 11,011LINE OF WALL BELOW n i II'4�IN. FL. I i i I 5/8" STUCCO ON I , 16" x 16" CONC. $ O" it i0 ro "°" b, 1/2 COL. (TYP.2 6 2 61811 �n ------ ------ I ------------- r\11E�_ PLACES) SEE ENGIN. ------------ ---I----- --------------- PLANS BY OTHERS' = INSUL W.�. II'0------ G N i------------------. 2' all` , _ _� ' KITCHEN - - - - - - - - - - - - 5 13' I" 4" 3 5' O 4 O 8" 1, ' O'8' CLG. HT, x Il' I J 42" H. ALUM. MARBLE 3" p 11" RAILING Q z M ir VTR i0 Ul N I - m •R - ' y - `( - m r -- d N I n N i 31011 • OQ 1 =� v NON N xQ 3 Z 3 0 N i OFFICE O q 000 o I I YN Q - mN SCREENED NO U m U Z� COFFER CLOG. 10'8" TO II'8" id ; m 0, U a� 3 MARBLE - G 3 m ORCI-I m 3 J N i i e�b I 7 I Z AHII ELCaw I © 10'8" CLG, HT, I I 1 - 0 tl , I •- _ (5/6" STUCCO ON I I '^ DP I, 3 ' - - - � ; P.B. METAL LATH) I I y. TILE TP. 12 - -o ------------- ----------- ------ ------,----- W/ 3 O - 3' o" _ ___—.__ LINE F WALL BELOW _ _ iR ;ICE 12 a1 0, 41 l'h11 41 0" 41 T�1 21 On 20' 0" LINE OF ----------' I = in WALL BELOW 12 v U O I� ?• /(��,•y' N i d - - - - - - - - - - - - - - ''aj' 4 8�z' x 5' III6" 4' 8l5" x 5' 11T6"© 48 H. I/2 RAILING _ CW26 ® Sill CW26 3' 211 26' 6'/2" g1 IW 151811 11 4" CA4A`F. 43' 611 20' O" g1 0.1 2NDK=:J(a(31D_1 PL2kN 99== 1 9 (099 1111 114 C== 3"1 21 0" U � �UN � N h z o rill O U e UU • DATE : 04/23/18 v DRAWN BY : p, me CHECKED : Mc REVISIONS : CO AREA CALCULATIONS (let Floor) IST Floor A/C 1028 S.F. 2ND Floor A/C 21806, 3RD Floor A/C 2105 S.F. Total AC 5313 S.F. Garages 2501 S.F. IST FL. Cov. Porch 355 S.F. Upper Gov. Porch E Balc, 414 S.F. 2ND FL. Porches 151 S.F. Balcony 118 S.F. Entrance 118 S.F. Total Non A/C 4,25-1 S.F. Total Under Roof 5,5-10 S.F. • A/C VOLUME _ "°",0" CUBIC SQUARE FT. • Contractors to verify all footages • All areas are calculated to outside dimensions. 5/8" drywall on ceiling. 2 x 4 or 2 x 6 Interior frame wall w/ studs at- 16" o.c. max. Add bik'g. 'm mid ht. Finish w/ 1/2" drywall E wood base. Attach bottom plats Stud with (2) 16d nal toe-nat led. hl. II�.�\ Attach top plate to roof foist w/ (2) 16d malls. Where applicable. Attach top plate to stud with (2) 16d nails toe -nailed. Use 3/16" x 3 1/2" Tapcons at 32" o.c. for attachment into hollow core above. 3/16" x 3 1/2" 9116COM6 at 32" o.c. on cons. slab or floor tr e0s. -14' 6" 22' OR 48" H. 1/2 RAILING ---� -- - -- --------------------� - - - - - - - LINE OF WALL BELOW 1' 0" I I I p m 1 ro I ip 5/8" STUGC 12" x 16" NC. COL. (T . 3 PLACES) EE ENGIN. PLANS 8Y 'OTHERS' I - - - - - - - - -+ I i POOL WALL BELOW I x I I I I I I I 1 0 I a , I Z I I ' I I a za I > ° 2'10" °F4rOR O I N i n , 10'B" CLG. HT. r t (5/8" STUCCO ON 1 5' O" 2' 8" 13, 8" iS" 2' O" P.B. METAL LATH) I 3' O" TILE I I 4' ell 6' 4,1 IB 18' II"I 11" I Q - - m----- ------ 1�1 -a QO V. ° w 21011 CANT. -1' 14„ ® CLL126 4'5/1"x5'11%` EGRESS 13' 5" 8' 10% F QQ N z m $EDROOM 04 axa Q - o a u 3 � - 10'8" CLG. HT, MARBLE Ova ;a 5/6" STUCCO ON 16' x 16" GONG. (TYP. 2 PLACES) SEE ENGIN, PLANS BY 'OTHERS' � OIN O 5/8" STUCCO ON n 16" x 16" GONG. 1/2 COL. (TYP. 2 PLACES) SEE ENGIN. PLANS BY 'OTHERS' m 2 I a a w N N _ O 3 x 30 n O In � p °� Z_ A O v a 3 v I 4' S„ 40' 6" 8, O" GWI4 x 4' O" 4„ 5' 8" ro 21 `� ( Q B T 5' 8" TEMP. Z � - m "v RCS o U1.I.C.' ® - 10'8" CLG. H . � MARBLE n 4„ 3' 6" ©© 2' 4%" x. 5' IITb" - I FAMIL ROOM 10'8" CLG. HT, N MARBLE I s xOYER Q~ COFFER GLG. 10'8" TO II' DINING ROOM ° ® 7141-1,11- NI' _ I MARBLE �, �' , � 19 I I POOL ER COFFER CL'G, 10'8" TO II'8" I I = 10'B" CLG. HT. - - - - - - - - - - 30 O MARBLE II" 3, 0„ 6, O„ y, OI ,3 (5/8" STUCCO ON ' - - - - - _ - - - i M P.B. METAL LATH) ----------` _ --- _ --- ' TILE 2' O" TYP I LINE OF WALL BELOW -I UP I14-------------------------' I 11 S• �9 } � mass m / I '\Air= ------------- _- - _ _ _ _ - - - - - - - G _ _-oi INSUL. : W.�. II' 6" O ME ------------------------- 2'B' - = KITCHEN O x I 42" H. ALUM. 13 10'8" CLG. HT. IT, 3„ p l� II„ i RAILING 13, 1" 4" 5' 4' O 8 ' MARBLE m I i a z VTR I Q1 N -,,,�i ' v 3Q, I L1 3° I N �_ x 3 SCREENED OFFICE I n u08 = I U COFFER CL'G. I08 TO II'8 'Q ��b I MARBLE 10'8" CLG. HT. I Z HU (5/8" STUCCO ON P.B. METAL LATH) m 2, II v D --�------------ ---------- -- ------ ----- TILE 1 T P. 12 ' .REF W_/ 3' O" - 3, O„ LINE P WALL BELOW ;ICE Q' 20' O" ' 2 O" 4, 1„ 41 0„ 4, ,n 2, O„ LINE OF J -------------------------- -rj v I L •� , WALL BELOW77 m m in 9 - - - - - - - - - - - - - - 4 8'h" x 5I176" ---- -- - 4B H. I/2 RAILING 6" 4' 815" x 5' 1I15"O VENT B CW26 ® CW26 31 2,1 26, 615" S' 6Va,l Ia. a„ I' 4" 20 O BCt)�TF. 43 6 'Y.l Jl !2 di 1- �I� 6 �08 W �ryryj O Q N o� L U i a V14 On -6 u N 9 m N m «67m m Q� zcaammmzm m m M m u O U > c� Q U m m o .. 3 a DATE : 04/23/18 DRAWN BY pe In, CHECKED : Mc REVISIONS : I I I I I I I I I I O I I I I I 2' 01, 4' 2W F,G, 0 TEMP. GI_.. 4' 8" X 6' p11 /_SHWR, ENC 24' byi' 401611 © CWI5 2' 4%" x 4' IA" 81 311 31 611 CWI5 2' 4%" x 4' 1136" 91 pll 42" H. ALUM. HANDRAIL a SEAT Rita _ a SEAT 1 1 411 N �---- _---------------------^ I � I I I I I 1 cc, RAIN AD ,y TRI S •• C I O I S ABV, sa h 0 9'4" CLG. HT. O _ I MARBLE I - Z 2' 411 3 M STER SUITE MASTE o m I I ATI••r OFFER CL'G. 9'4" TO 10'4" X21 V n( /C ON SEPERATE DAMPER Z 0 `LG. HT. - ca 0 in t THERMOSTAT)_�-pllLE _ -�� _ 81 411 31 311- MARBLE N I �_ Q = n 'J 51011 21-011 61 011 411 411 1 2' 4�1 - � O rl ON 2' 0" TYP. N 1 I 1 1 x I 1 all I I N 1 4 n I y 9'4" CLG. HT. 1 5/8" STUC ON 1 011, O `r MARBLE J 12" x 16" C NC. COL, 1 - keRL in ® T.,it _ — _ — '1. (TYP. OF 3 PLACES) 1 811 61 011 Rills61 SEE ENGIN PLANS I v � _..___ BY 'OTHER iN O O ®+ I 12 31 011 I' 41 911 13 in S. 011 v COVERED 8" 811 23' �a 1ba " FIN, FL. PORCH I I m ELEVATOR N n 0, �, 8„ 5 SH • I -3 4" CLG. HT. 3 (5/8"STUCCO 0 P.B. METAL LAT I ) I 1 I TILE 1 1 i 4n 61 411 I1" II' I" IB' 11" 1 Q N I= I I I I 1 I I I I ; � O � p O I 101 1 1 1 1 Z _� LOFT ca 1 — 1 11 T L q B N X O O - LC N'r' X 9'4" CLG. HT. I XI - — - MARBLE ry II'4" CLG, HT. S - I ! (5/8' STUCCO ON 231.FIN' FL' I P.B METAL LA H) - I i I 1 1 TILE 111 111 T1 811 1113u 0 1 Q 23' " FIN. FL. I FIN, FL. 3: Y STEPS _ (EELO v INSUL. I O 13 13 0 m 21 8�1 21 81 _ 1 4 N v 311111 61811 RtS 1111 31011 61011 I SH 14 5/B" STUCCO ON O `t 16" x 16" CONC, `r AHU © - -------- 1/2 COL. - _ 2 4 'a 61 2" 2'(," 41 511 n r - - ry Al l © i0 Iff 131 111 IQ U X1 61 0. 3' = VTR 9 411 I a BEDROOM *3 Z N n A Q 9'4" CLG, HT. MARBLE Q BEDROOM *`2 I-- vi a 3 O F 94" CLG. HT, = m U in m in luQI v N MARBLE _ ^ X 'U 0 x USN- Q STEAM in OH QI SHOWER i+ r ® �� VTR m 4 RAIN HEAD = oa 2' 4" 2101 ' 2' 8'1 ABV, `r III Q 12' 4" I ISWID ATN </)-;77- I 11 /541 11 111 01 4CLG. HT, OU O . . 9'4" CLG. HT, O �� MARBLE 9' �11 - 9'4" CLG. HT. x a _ 'd 5/8" STUCCO ON I MARBLE N O in I/2 COL. ON 12" x 12" (8E L. — - — ' ® DN. linen ® n ~ QQ U in y R<S e e Ge d. ° ° N ENGIN, PLANE = MIR ----'r BY 'OTHERS' - 6' 2" VTR I 2 496" X 2II 15/16" CW13 O 81 4" 431611 41 511 x ,�I 011 + °(\ 50' 6" 2 4"'b X 2 II 15/16" CW13 O 12' 3" RAILING 210" ABV, EDGE OF TR, I NOSING TY - 3 - 2 x 12 STRINGERS (2) I.19" RISERS + (U 10" TREAD = 24,35' III 11111Iq WN 61 91, ill I i I' I I I I I I I I i 4 , -------- POOLI I I I I I I I I I I I I BELOW I I i I I I ----------------------------------------------- I I I 1 1 I I I I I 1 vl I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 11 I I I I I I I I I ' I I I I 1 1 I I I I I I I I I I I 1 I I 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 1 I I I I I I 1 1 I I I I I I I 1 I I I I I I 1 I I I L a II I I 1 1 I 1 1 ______1 1 1 -------------------------- ----------- ------------ 1 1 I 1 1 I 1 1 I 1 1 I 1 � I I 1 I 1 { f I 1 { I 1 1 I 1 I 1 ,___________� 1 1 I I 1 1 I 1 1 I 1 r a 1 1 I I 1 r-- a 1 1 1 1 1 r 1 1 1 1 1 1 1 1 ff c 0 IN m DATE : C DRAWN BY : _' CHECKED : M REVISIONS NAILING SCHEDULE EpGE FIELD ITEM NAIL SIZE SPACING SPACING NOTES ZONE 1 s 2 • All Joints In roof decking shall be (5/5 8d round 4" o.c. 6" o.c, covered w/ mtn, of 4" wide self- 3/4" CDX head rIno shank) adhering polymer modified bitumen ZONE 3 ROOF sheathing tape applied dlrectly (5/8 8d round 4" o,c, 4" o.c. to the sheathing (secondary water barrier) head ring shank) Roof sheathing to to of fascia 5/5 8d round head ring shank 4" o.c. N/A Nall 2x Cedar fascia to truss ends w/ (3) 8/5 i6d nails (min,) 15/32" CDX Wall sheathing ad 4" o.c. 6" o,c, 23/32" TKs Floor sheathln IOd 4" o.c. 6" O.C. Glue all plywood (PL400 orequal) Stud to 2 x 12 header 16d 3 per header ply Top plate splice Ibd 8 per splice Piste overlap minimum 24", over I stud Wall metal lath a 14 1,5" le 3/4" g " g' crown staples 6" o.c, along Framingmember Install lath per ASTM C-1063-S5, self - furring diamond lath, Overlap paper I I/2", overlap lath I" min, At edges Ceiling s soffit metal lath 6d x 1/4" head roofing nails. (1 3/4" min, embed, 6" o,c. along framing member Install lath per ASTM C-1063-SS, Hlgh ribbed lath I" min, overlap at edges EDGE v O n O iu O O O O O2 RIDGE O O 2 L Yl O2 v v O 4- i O O O ul 4 a m (D (D ROOF SHEATHING NAILING ZONES 16d TOE -NAIL e 24" O.C, _ ION 11A-A TOP CHORD OF SUPPORTING TRUSS VALLEY TRUSS BY TRUSS MANUF. A SIMPSON MT512 STRAP e EA. SUPPORTING TRUSS. FASTEN W/ 14-I0d, "I�l'I" V,-�I.I.I:I' I±I�,•��'IIIIN(; NOTE: VERTICAL MEMBERS MAY NOT NECESSARILY LINE UP WITH TOP CHORD OF SUPPORTING TRUSSES. 9 O,H. EDD V I ,V.1'J 33'3" B.H. (33'9" T.O.F.) I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I 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 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 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 I I I I I I I I I I I I I I I i 1 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 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I -I I I { 1 1 I i I I I I I I I I I i I It Fill 0 A Joel O W M rl Pei DATE ; 04/23/18 DRAR'N BY ps me CHECHED MC REVISIONS DOOR OPENING SCHEDULE OPENING ID COUNT SIZE PRODUCT CODE MANUFACTURER LOCATION GLASS NOTES 1 2 3' O" x 8' O" A -SERIES ANDERSEN LOWER FOYER/ STORAGE IMPACT -SEE PRODUCT APPROVAL SCHEDULE FOR ATTACHMENT METHODS 4 APPROVAL •'S, 2 1 6' 0" x 8' 0" OUTSWING CGI ENTRY IMPACT 3 1 12' 0" x 9' 0" ASERIES FWGD ANDERSEN FAMILY ROOM IMPACT 4 1 16' 0" x 9' O" A -SERIES FWGD ANDERSEN DINING ROOM IMPACT 5 1 3' O" x 9' O" A -SERIES FWGD ANDERSEN KITCHEN IMPACT 6 2 12' 0" x e' O" A -SERIES FWGD ANDERSEN MASTER/ SITTING IMPACT l 1 6' oil. B' O" ASERIES FWGD ANDERSEN LOFT IMPACT e 2 5' O" x 8' O" A -SERIES FWGD ANDERSEN GUEST SUITE IMPACT 9 2 10. O" x a 0" HURRICANE MASTER DAB LOWER GARAGE NONE 10 1 8' O" x 8' O" HURRICANE MASTER DAB LOWER GARAGE NONE WINDOW OPENING SCHEDULE - — OPENING ID COUNT SIZE PRODUCT CODE MANUFACTURER LOCATION GLASS NOTES A 2 4' 8%i" x 5' OV/ 4' 815" x I'd' 400 SERIES - CW26 / F.G. ANDERSEN / KLM OFFICE/BEDROOM 04 IMPACT -SEE PRODUCT APPROVAL SCHEDULE FOR ATTACHMENT METHODS t APPROVAL 4'S. B 4 4'St" x 5' IIV' 400 SERIES - CW26 ANDERSEN OFFICE/BED 04/KITCHEN IMPACT C 2 2' 44' x 5' IN" 400 SERIES - CWI6 ANDERSEN FAMILY ROOM IMPACT D 2 2' 4%' x 4' 0" 400 SERIES - CWI4 ANDERSEN CABANA / BATH IMPACT E 2 2' 4%' x 2' II 15/16" 400 SERIES - CW13 ANDERSEN BATH IMPACT F 1 3' O" x 6' O" F.G. KLM BATH IMPACT G 2 2' 4%" x 4' IITS" 400 SERIES - CWI5 ANDERSEN MAST, BED IMPACT H 1 9' O 1/16 x 4' IN" 400 SERIES - CXW15 ANDERSEN BEDROOM 02 IMPACT CXWI5 - F.G. - C I5 1 2 4' all x 6 O' F,G. KLM MASTER BATH/STAIRWELL IMPACT J I S, O.1.1101. F.G. KLM ENTRY IMPACT 2" VTR 2' 2" w 2";VTR i i i INTERIOR DOOR SCHEDULE OPENING ID COUNT SIZE TH',K. FINISH MAT'L. FRAME NOTES II 2 3' 0" x 8' 0" 1 3/4" PAINT S.G. WOOD WOOD 20 MIN, 4 PROVIDE CLOSER. 12 8 3' all, 8' O" 1 3/4" PAINT S.C. WOOD WOOD 13 8 2' 8" x e' 0" 1 3/4" PAINT S.C. WOOD WOOD 14 1 4' O" x 8' 0" 1 3/4" PAINT S.C. WOOD WOOD 15 1 4 2' 4" x 8' 0" if3/4" PAINT I S,C. WOOD WOOD 16 1 2' 6" x 8' O" 1 3/4" PAINT S,C, WOOD WOOD IT 1 5' 0.1. 8' O" 1 3/4" PAINT S.C, WOOD WOOD 18 3 3' O" x e' O" 1 3/4" PAINT S.G. WOOD WOOD VERIFY SIZE W/ ELEVATOR MANUF, 19 1 2' 10" x 8' O" 1 3/4" PAINT S.G. WOOD WOOD 20 1 2' 6" x 8' O" PK'T, 1 3/4" PAINT S.C. WOOD WOOD 21 2 2' e" x 6' 0" PK'T, 1 3/4" PAINT S.C. WOOD WOOD 2" *VTR w-O- 611 (V 5/S'I 1O" ENTRY ROOFRACKEu SMOOTH STUCCO OUTRIGGERS is 24" O.C. PINEAPPLE GROVE ENGINEERED CAST STONE LATTICE MEDALLION 16SM-014 (1) DRAWN BY: pi, me QWKED : Mc REVISIONS : i DOOR OPENING SCHEDULE OPENING ID COUNT SIZE PRODUCT CODE MANUFACTURER LOCATION Csl-ASS NOTES 1 2 3.01. x a O" A -SERIES ANDERSEN LOWER FOYER/ STORAGE IMPACT SEE PRODUCT APPROVAL SCHEDULE FOR ATTACHMENT METHODS E APPROVAL #'S. 2 I 6' O" x 8' O" OUTSWING CGI ENTRY IMPACT 3 1 12' O" "al O" A -SERIES FWGD ANDERSEN FAMILY ROOM IMPACT 4 I 16' 0" x 9' O" A -SERIES FWGD ANDERSEN DINING ROOM IMPACT 5 1 3' O" x S. O" A -SERIES FWGD ANDERSEN KITCHEN IMPACT 6 2 12' 0" x 8' O" A -SERIES FWGD ANDERSEN MASTER/ SITTING IMPACT 'I 1 6' 0" x 8' O" A -SERIES FWGD ANDERSEN LOFT IMPACT 8 2 5' O" x 8' O" A -SERIES FWGD ANDERSEN GUEST SUITE IMPACT 9 2 10' O" x 8' 0" HURRICANE MASTER DAB LOWER GARAGE NONE 10 1 18'0" x 8' 0" HURRICANE MASTER DAB LOWER GARAGE NONE WINDOW OPENING SCHEDULE OPENING ID COUNT SIZE PRODUCT CODE MANUFACTURER LOCATION GLASS NOTES A 2 4' Sit" x 5' 1176"/ 4' 8'r2" x 1' O" 400 SERIES - CW26 / F.G, ANDERSEN / KLM OFFICE/BEDROOM 04 IMPACT -SEE PRODUCT APPROVAL SCHEDULE FOR ATTACHMENT METHODS e APPROVAL •'S. B 4 4' 5,1" x 5' II'4" 400 SERIES - CW26 ANDERSEN OFFICE/BED 04/KITCHEN IMPACT C 2 2' 4%" x 5' 1176" 400 SERIES - CWI6 ANDERSEN FAMILY ROOM IMPACT D 2 2' 4%` x 4'0" 400 SERIES - CWI4 ANDERSEN CABANA / BATH IMPACT E 2 2' 4%` x 2' II 15/16" 400 SERIES - CWI3 ANDERSEN BATH IMPACT F 1 3' O" x 6' O" F,G. KLM BATH IMPACT G 2 2' 4%" x 4' 1176" 400 SERIES - CW15 ANDERSEN MAST, BED IMPACT H 1 9' 0 1/16" x 4' 1176" 400 SERIES - CXW15 ANDERSEN BEDROOM 02 IMPACT CXWI5 - F.G. - CXJJ15 1 2 4' 8" x 6' O" F.G. KLM MASTER BATH/STAIRWELL IMPACT J I 6' O" x I' O" F.G. KLM ENTRY IMPACT 2" VTR 2' N 2" ; VTR i i INTERIOR DOOR SCHEDULE OPENING ID COUNT SIZE TH'K. FINISH MAT'L. FRAME NOTES II 2 3' O" x 8' 0" 1 3✓4" PAINT S.C. WOOD WOOD 20 MIN, 1 PROVIDE CLOSER. 12 8 3' O" x 8' O" 1 3/4" PAINT S.C. WOOD WOOD 13 8 2' 8" x 8' O" 1 3/4" PAINT S.C. WOOD WOOD 14 1 4' O" x 8' O" 1 3/4" PAINT S.C. WOOD WOOD 15 4 2' 4" x 8' O" 1 3/4" PAINT S.C. WOOD WOOD 16 1 2' 6" x e' O" 1 3/4" PAINT S.C. WOOD WOOD Il 1 5'0" x 8' O" 1 3/4" PAINT S.C. WOOD WOOD 18 3 3' O" x 8' O" 1 3/4" PAINT S.G. WOOD WOOD VERIFY SIZE W/ ELEVATOR MANUF. 19 1 2' 10" x 8' O" 1 3/4" PAINT 6.C. WOOD WOOD 20 1 2' 6" x 8' 0" PK'T, 11 3/4'' PAINT S.C. WOOD WOOD 21 2 2' 8" x 8' 0" PK'T, 11 3/4" PAINT S.C. WOOD WOOD 2" ,VTR STANDING SEAM MTL, ROOF CV 5/811 1011 ENTRY ROOF 11BRACM SMOOTH STUCCO OUTRIGGERS 2411 O.C. 1ro11 PINEAPPLE GROVE ENGINEERED CAST STONE LATTICE MEDALLION 16SM-014 12 \ 3cJ4"MEAN ROOF NT_ (FROM O'O") „as ma N' d J 11 - - - I /D lT( «l 1T( �m 23'II" 2ND F.F. 22'0" B.H. _6'6'_BOT. BEAM ' LOWER FOYER 46" GARAGE FL. Z Z 0 U Y07 Z 0 w S E 9 m m m p_03m Q "a "mmmmg"t 2 v e m V u aaJ 4 � wLL�.g �Q m spa �v�vv33�m DATE : 04/23/18 DRAWN BY : p, m� CRECEM : MC REVISIONS : 99 9 0 0 Not included On This Per FRONT (VVEST RLEVATHON R14 C===3 vile C00 COPPER FLASHING SIMPSON LSTA24 STRAP W/ FROM TRUSS TO BACK OF LEDGER 2"x6" P.T. W/ 1/2" DIA, READHEADS a lio" (5" MIN. EMBED,J STUCCO - on P,B. high rib mtl, lath, A 9'4" VERIFY ° MATCH EXIST. c SIMPSON LSTA24 STRAP W/ FROM TRUSS TO BACK OF LEDGER 2"x6" P.T. W/ 1/2" DIA, READHEADS a 16" (5" MIN, EMBED.) 4 SIMPSOM LU24 HANGER AT EA. TRUSS EYEBROW DETAIL3D4 9®99 -real v oanl Om rI IMnTIr aun rPnr C+APuIr nPBInN rRITERIA GROUND WIND DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN WIND SEISMIC Frost SNOW SPEED JTOPOGRAPLIC_ EFFECTS DESIGN Weathering line Termite DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (mph) CATEGORY depth TEMP REQUIRED INDEX TEMP Zone: AE-6, NA 110 EXPOSURE "D" NA Negligible NA Vary heavy NA NA VE-6, VE-II NA NA L ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS: PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD Q TYPE, SIZE, SPACING 4 EMBEDMENT BUILDING DESIGN PRESSURE XPIR. DATE AP EVALUATION AGENCY PRO PRREEDUCGN SS E WINDOWS (CASEMENT) 400 SERIES (IMPACT) ANDERSEN CORP. (2) 3/16" x 2 3/4" TAPCONS INTO EACH CLIP. ALL WINDOW SIZES SAME ATTACHMENT. WORST CASE SCENERIO CALCULAT SEE STRUCT. PLANS +10.0 / _'10.0 N/A FL-12496,1 MIAMI / DADE WINDOWS (FIXED GLASS) S (IMPACT) ANDERSEN CORP. 3/16" x 2 3/4" TAPCONS 1 1/4" MIN, EMBED. SEE STRUCT. PLANS +61,0 / -12.0 N/A FL-11849.1 MIAMI /DADE FRENCH DOOR A -SERIES (IMPACT) ANDERSEN CORP. 010 WOOD SCREWS IN 2x BUCK. 1 1/2' MIN. EMBED. SEE STRUCT, PLANS +65,0 / -10,0 N/A FL-14285,3 MIAMI / DADE SLIDING GLASS DOOR A SERIES FWGD (IMPACT) ANDERSEN 3/16" x 2 3/4" TAPCONS 1 1/4" MIN, EMBED, SEE STRUCT. PLANS +10.0 / -10,0 N/A FL14429.5 MIAMI / DADE GARAGE DOOR HURRICANE MASTER (IMPAG) DAB 5/16" x 1 5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +56.0 / -64,0 02/22/2020 I1-1109.30 MIAMI / DADE ix i PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING 4 EMBEDMENT BUILENNG DESIGN PR SURE PRO DE GN PRES ESSURE EX ATE APPROVAL" EVALUATION AGENCY ROOFING (METAL) 1,5 MECH. SEAM 0.032" ALUMIN, DYNAMIC METALS (2) 010-9 x 1" PANCLIP MTW FASTENERS (INSTALL PER MANUF, SPECS) SEE STRUCT. PLANS -119,6 N/A FL-24221,2 MIAMI / DADE OFING E(UDERLAYMENT) WEATHERLOCK METAL OWENS CORNING MINIMUM 2"SIDE LAP AND MINIMUM 4" END LAP SEE STRUCT, PLANS -142.5 N/A FL-9111,1 MIAMI / DADE STUCCO NA STUCCO ON MTL. LAT +/-49.0 NA NA MIAMI / DADE to" 23'I1_2ND F.F._ - _ - _ 22'O'_ B.H. e'o" H.H. - _ - — - _ II 4 _2ND F.F. 0'0_' LOWER FOYER I'(V GARAGE FL. I�I�Ii Ill�+�ill I . , Nil N1 , I - - wil EDULE i,A, CORSON 4 WCIATES, INC. z: STRUCT. PLANS STRUCT. PLANS :E STRUCT. PLANS PSF ROOF LIVE 30 PSF 7 FOR STRUCTURE? 'ROV IDF07 )ING DETAILS PROVIDED7 2500 PSF 5T: X sLE 601) IIB °CTIVE WIND AREA) STANDING SEAM MTL. ROOF 4 - = r INFINITY EDGE WATER P LL S I " - • - I I / LT. TEXT.- .. STUCCO U m 4 - = r INFINITY EDGE WATER P LL S I " - • - I I / LT. TEXT.- .. STUCCO U m ° zm , o67 n U � 0 � r� O W O U � UU File Co DATE : 04/23 DRAWN BY: ps me CH EYKD : Mc REVISIONS : A 05/30/IS PER E 2 O-7/13/15 PER B. 6 COPPER FLASH SIMPSON LSTA24 STRAP W/ FROM TRUSS TO BACK OF LEDGER 2"x6" P.T. W/ 1/2" DIA. READHEADS g 16" (5" MIN, EMBED.) STUCCO - on P.B. ° a high rib mtl. lath. L VERIFY 'O ° °' MATCH EXIST. kd L G J SIMPSON LSTA24 4'6" O.H. / STRAP W/ FROM TRUSS TO BACK OF LEDGER 2"x6" P.T. W/ 1/2" PIA. READHEADS IN 16" (5" MIN, EMBED.) 4 SIMPSOM LU24 HANGER AT EA. TRUSS EYEBROW j� EYEBRO V�7(� DETAIL ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS: PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING 4 EMBEDMENT BUILDING DESIGN PRESSURE EXPIR. DATE APPROVAL" EVALUATION AGENCY PRODUCT DESIGN PRESSURE WINDOWS (CASEMENT) 400 SERIES (IMPACT) ANDERSEN CORP. (2) 3/16" x 2 3/4" TAPCONS INTO EACH CLIP. ALL WINDOW SIZES SAME ATTACHMENT. WORST CASE SCENERIO CALCULATED SEE STRUCT. PLANS +10,0 / -70.0 N/A FL-12496.4 MIAMI / DADE WINDOWS (FIXED GLASS) SPECIALTY (IMPACT) ANDERSEN CORP. 3/16" x 2 3/4" TAPCONS 1 114" MIN. EMBED SEE STRUCT. PLANS +10,0 / -50.0 N/A FL-15905,1 MIAMI / DADE FRENCH DOOR A -SERIES (IMPACT) ANDERSEN CORP. 010 WOOD SCREWS IN 2x BUCK. 1 1/2" MIN. EMBED. SEE STRUCT, PLANS +65,0 / -10,0 N/A FL-14285.3 MIAMI / DADE WINDOWS (FIXED GLASS) SERIES 238 (IMPACT) CGI WINDOWS 3/16" x 2 3/4" TAPCONS 1 1/4" MIN. EMBED. SEE STRUCT. PLANS +10.0 / -10,0 11/19/2021 I1-1011,16 MIAMI / DADE SLIDING GLASS DOOR A SERIES FWGD (IMPACT) ANDERSEN 1/4" x 2 3/4" TAPCONS / 012 HEAD SEE STRUCT, PLANS +65.0 / -10,0 N/A FL-14429.5 R6 MIAMI / DADE FRENCH DOOR SERIES 450 (IMPACT) CGI 114" x 2 3/4" TAPCONS / 012 HEAD SEE STRUCT. PLANS +90,0 / -90,0 Il/09/2021 11-1011.12 MIAMI / DADE GARAGE DOOR HURRICANE MASTER (IMPAG) DAB 5/16" x 1 5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +56.0 / -64,0 02/22/2020 11-1108.30 MIAMI / DADE PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN EXPIR. DATEPRESSURE TYPE, SIZE, SPACING 4 EMBEDMENT " EVALUATION AGENCY PRODUCT DESIGN PRESSURE PRESSURE ROOFING 1,5 MECH. SEAM DYNAMIC METALS -g x7TTflP C P R (INSTALL PER MANUF, SPECS) SEE STRUCT, PLANS N/A MIAMI /DADE (METAL) 0.032" ALUMIN. -119.8 FL-24221.2 STUCCO NA NA STUCCO ON MTL. LATH +/-49.0 NA N MIAMI / DADE S`O" N.H. 23'11" 2ND F.F. 22'O" B.H. 5,0" H.H. 11'4" 2ND F.F. 0'0" LOWER FOYER 46" GARAGE FL, BUILDING DATA 8 DESIGN PRESSURE SCHEDULE PROJECT/NAME LANDERS RESIDENCE ARCHITECT M.A, CORSON 4 ADDRESS: ST. LUCIE COUNTY, FL, 11 ASSOCIATES, INC. ALL PRESSURES CALCULATED WITH THE FOLLOWING: I. WIND LOADS BASED ON F.B.C. 2011 (6TH ED.) 8, WALL ZONE (PSF): 4) SEE STRUCT, PLANS 4 ASCE 1-10, AND N.E.G. 2014 5) SEE STRUCT. PLANS 2, BUILDING DESIGNED AS: ENCLOSED OPEN S, GARAGE DOOR (PSF): SEE STRUCT. PLANS 3, MEAN BUILDING HEIGHT: 33 FT, ROOF PITCH: b /12 10. LOADS: FLOOR 60 PSF INTERNAL PRESSURE COEFICIENT +/- : OJa ROOF/D£AD 15 PSF ROOF LIVE 30 PSF 4, WIDTH OF END ZONE: 4' 11, SHEAR WALLS CONSIDERED FOR STRUCTURE? WIND SPEED: ALT. I10 MPH 3 SECOND GUST - YES X NO NOMINAL: 132 MPH 12. CONTINUOUS LOAD PATH PROVIDED7 5, BUILDING CLASSIFICATION TABLE 1-1, ASCE 1_ YES X NO F.B.G. TABLE 1604,5 13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED? 6, EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: 1.10 YES X NO 1. COMPONENTS 4 CLADDING WIND PRESSURE ON: 14, SOIL BEARING CAPACITY: 2500 PSF ROOF ZONE (PSF): 1)SEE STRUCT. PLANS PRESUMPTIVE: BY TEST: X 2) SEE STRUCT. PLANS 3) SEE STRUCT. PLANS 15, TYPE CONSTRUCTION (TABLE 601) IIB -ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFE WIND AREA) Not Included U ° 0 U OZ> =N~ cUOw w 0 " cN �Or Om 67 � J O? z F�1 [V1 U � E N f z v O W U Amok ITE-014 DATE : 04/23/18 DRAWN BY: pe me CHECKED : MC REVISIONS : m GENERAL NOTES: Contractor, subcontractors, material suppliers, etc" shall make themselves familiar with the contract documents and shall verify all dimensions, conditions at jobsite, plane, specifications, etc, as applicable and report any discrepancies, errors or omissions to the architect prior to any work being performed, otherwise we assume no responsibility for any errors and the contractor, subcontractor, material supplier, etc, shall assume full responsibility For errors and/or delays and correct them at their own expence Changes, revisions, or alterations not made by this office In writing only, will fully, unconditionally and totally release the architect, Its employees, consultants and deafen professions, from any and all responsibility. The architect has not been retained for the Supervision or the administration of the execution of the work of this project. Each contractor shall be responsible for construction means, methods, techniques, sequences, and procedures for safety precautions and shall comply with the requirements of O"S"H.A, all applicable building codes and all governmental agencfeshavine Jurisdiction. Each contractor shall make all arrangements for, obtain and pay for all permits, tests, inspections, and approvals required for his portion of the work" All work shall be guaranteed for a period of at least one year From the date of acceptance" Stucco shall be two coats approximately 5/8" thick applied to masonry. 3/4" thick applied to metal lath. Lath shall be flat expanded diamond mesh galvanized, paper backed, weighing not less than 3,4 pounds per sq. yard. Glass shall be float, tinted with shading coefficient of 11 cat.11 , 3/16" tempered for operable glass doors. Tempered glass shall comply with ANSI-Z S11 (all glass at showers/tube to be tempered). - product s shall be Caulkingusing Tremco ore . silicon type p 9 q applied at all Junctions of wall and window and door frames with abutting wall surfaces to provide a weathertight water-resistant Installation. ELECTRICAL NOTES Electrical contractor shall comply with the N.E.G. and all applicable codes or authorities having Jurisdiction. Electrical contractor to coordinate exact locations of all hvac equip" t it's loads w/ mech, contractor before roughing -in for proper power and wiring control layout and Installation" All outlets, switches and light fixture locations to be verified by owner on walk-thru with electrical contractor" Electrical contractor to sleeve drive and walkways as required for landscape lighting. Electrical contractor to provide power as required by pool contractor for all pool equipment. Electrical contractor to provide power as required by Irrigation contractor. Provide PVC sleeve to Inside surface of garage wall for phone termination. Service must enter Inside of garage for security. Provide outlet for security System at owners option" Ail 110 V, 10, 15 and 20A, receptacles Installed outdoors and In bathrooms shall have ground fault circuit Interrupter. Unless otherwise noted, minimum size wire shall be •12 "AWG", excluding control wiring. Smoke detectors to be powered by house electric service w/ battery back-up" Visible "Power on" indicator and a test button, verify all conductors and breakers w/ eglup. manuf. opera. All elect, switches shall be 45" ass. unless otherwise noted. All receptacles shall be I' a"f.f. unless otherwise noted. Closet lighting shall be min. IS" clear from edge of shelves" A/C NOTES It shall be the responsibility of the A/C contractor to produce an operational system in accordance with these drawings. The A/C contractor shall furnish Installation details and schematics of all equipment to others who connect to the A/C equipment. I.e. Electrical and Plumbing contractor. Ductwork shall be 1" thick fiberglass w/ taped Joints unless noted otherwise" Provide condensate overflow pans under all units Installed above ceiling. Provide adjustable, opposed blade dampers at all diffusers. Provide adjustable extractors or splitters at taps into ducts or where ducts change directions. Afrconditfoning supplier shall guarantee the complete System, parts and labor, for one year after first operation. The compressor shall be guaranteed for an additional 4 years, parts only after first operation. Install filters at RAG's. Provide easy access to Filters" Refer to energy calculations for A/C unit SEER requirements. PLUMBING NOTES It shall be the responsibility of the plumbing contractor to produce an operational system In accordance with these drawings. The plumbing contractor shall guarantee the complete system, labor, for one year after fi rst operation. arts and p p y Installation and materials shall be In accordance with the Standard Plumbing Code and all local codes. Plumbing contractor shall verify location, elevation, and size of existing mains before installation Is Started. Provide vacuum breakers on all hose bibbs and faucets with hose end connections" Fixtures shall be protected against water hammer with air chambers as required by code. Provide shutoff valves In the potable water supply and each place of equipment. Insulate condensate lines. All hot and cold water lines shall be copper type I" for under- ground and type "M" for above ground installation w/ silver soldered joints. NOTES: • CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES • CONTRACTORS TO VERIFY ALL INTERIOR BEARING: WALL FTG, W/ TRUSS MANUR • CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING W/ WORiG • DUROCK SHALL BE USED IN ALL DAMP LOCATIONS A IN ALL SECOND FLOOR WALL AND FLOOR TILE AREAS PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS • ALL BATH ROOM WALLS SHALL BE INSULATED ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED ALL FRAMING (WALLS d ROOF) LUMBER TO HEMFIR Fb 1000 MIN. STANDING MTL. ROOF 12 -1 5 12 3 .. ` .. ... a - .. H I/21 WALL ,. II_4" 2ND F.F, a d0" LOWER FOYER •EN - ' RH /rN VATHON 31 6 9 b o o �� 0UT� �� 5 r STANDING SEAM MTL ROOF 33'3" B.H. 2311"2NDF.F. 1190 "FUT ... - ` .. ... - ` .. ... - no" B.H. rjA ff \ 6" R-22 ICYNENE� - FLAT LONG. TILE 512 INSULATION� ROOFING ROOF TRU65M ALL TRUSSES TO BE DOUBLE STRAPPED, (SEE ENGINEERING PLANS BY OTHERS) — ------- CEDAR FASCIA 4 COPPER DRIP EDGE 333" B,H, EXTERIOR SMOCK WALLS TO BE FRAMED IN 2 1/2" ® 16" !O.C. a FINISHED W/ I/2" DRYWALL INSULATE W/ CLOSED CELL ICYNENE (R-IV. u, ro MAIDS QUARTERS FOYES W/ LIVII IS OFFICE ° ROOM EYON g GARAGE II i "MR-900MV05-201 b"MMMA Kim t] k M61 I MINES I 394" B,N. _ _ _ _ _ _ _ 48,633 ,A,V.D. - - 35'3" B.H. 44'15N.A.V.D. •—•—•---•---• 33'3" B.H. T2N5 N,A.V.D. •—'—•—•—I—"—I 231l" 2ND F.F. 33.4197N.A.7r) ------------� 114" 21,1D F,F. 20.B33rN.A,V.P. 6'6" SOT, OF 5TRUCTURE .---_._-_---- O'O" LOWER FOYER _ _ Te N.A. V.D PROPOSED GRADE LOWER R-19 Fibarglae. Ba ten Ineuletlon et Gaege FOYER Psrting Wall NOTE: *FILINGS/FOUNDATION IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY, R-19 Spray Applied Open Cell Foam Insulation at Mid Floor- Over 4ncondtuoned spaces - _ - - _I14" 2ND F.F, _-_-_-_-94'5,H, - 6'6" BOi_BEAM O'O" LOWER FOYER FLAME SPREAD: R302.9 Flame spread Index and amok. -developed Index For wall and calling finishes. Flame spread and smoke Index for wall and calling Finishes $hall be in accordance with Sections R302.9.1 through R302.9.4. R302.9.1 Flame spread index. Wall and calling finishes shall have a flame spread Index of not greater than 200, Exception: Flame spread Index requirements For finishes shall not apply to trim defined ae picture molds, chair tells, baseboarda and handralis, to doors And windows or their Frames: or to materials that are leas than 1/28 inch (0,91 mm) in thickness cemented to the surface of walls or ceilings IF these materials exhibit flame spread Index values no greater than those of paper of this thickness cemented to a noncombustible backing. R3O29,2 Smoke -developed Index, Wall and calling Finishes shall have a smoke -developed Index of not greater than 450, R302,93 Testing. Tests shall be made In accordance with ASTM E 84 or UL 123. R302,9,4 Alternative test mathod, As an alternative to having a flame spread Index of not greater than 200 and a smoke -developed Index of not greater than 450 when tested In accordance with ASTM E 64 or UL 123, wall and calling Finlahas ehall be permitted to be tested in accordance with NFPA 286. Materials tested In accordance with NFPA 286 shall meet the Fallowing criteria: The Interior finish shall comply with the following: % During the 40 kW exposes, flames $hall not spread to the tailing, 2. The Flame .hall not spread to the outer extremity of the sample on any wall or telling. 3. Flashover, as defined In NFPA 286, shall not occur- 4. The peak heat release rate throughout the teat shall not exceed BOO kW. 5, The total smoke released throughout the test shall not exceed 1,000 me, FLAME SPREAD: R302.10.1 Insulation, Insulation materials, Including facings, such as vapor retarders and vapor - permeable membranes Installed within floor/telling assemblies, roof/ ceiling amemblise, wall assemblies, Crawl spaces and attics shall have a Flama spread Index not to exceed 25 with an accompanying smoke - developed Index not to exceed 450 when tested In accordance with ASTM E 84 or UL 123. Exceptions: I. When ouch materials are Installed In concealed spaces, the flame spread Index and smoke -developed Index limitations do not apply to the facing-, provided that the facing Is Installed In-ubstart al contact With the unexposed surface of the tailing, floor or wall finish. 2. Cellulose loses -fill Insulation, which is not spray applied, complying with the requirement. of Section R302.10.3, shall only be required to most the smoke -developed Index of not more than 450. 3. Foam plastic Insulation shall comply with Section R316. R302,10,2 Looseilll Insulation, Loose-FIII Insulation material. that cannot be mounted In the ASTM E 84 or UL 123 apparatus without a screen or artificial supports shall comply with the flame spread and smoke -developed limits of Section R302.10.1 when tested In accordance with CAN/ULC 8102,2, Exception: Cellulose 100ee4tl1 Insulation shall not be required to be tested In accordance with CANNLC 5102.2, provided such Insulation complles with the requirement- of Section R302.10.1 and Section R302-10.3. PBO2.10.3 Cellulose loose-FIII Insulation, Cellulose loose-FIII Insulation shall comply with CPSC 16 CFR, Pate 120E and 1404. Each package of such Insulating material -hall be clearly labeled In accordance with CPSC I6 CPR, Pate 1209 and 1404, R302.10,4 Exposed attic Insulation, All exposed Insulation materials Installed on attic Floors shell have a critical radiant flux not Ise$ than 0.12 watt per square centimeter. R302.10,5 Testing. lest- for critical radiant Flux shall be made In accordance with ASTM E 910. TOP OF POOL COPING 720.5' N.A.V,DJ In z61 (� zm z 18 N> p O T E211 1 p �N W d) s N 0 O. W a D_ Q) 0 r 5 Z� t-�N ��Tc m 0 0 Z 0 d) h' N m w v 0 c d) Q. Q) O Q Q S m Q a UiQ i�-�0b33E mI HOLLOW GORE SECTIONS +/-2" TOPPING (by others) SECONDARY POUR I (by others) „ 44 BAR CAST IN BEAM AT 6" U.S. 4'-O" O.C., 43 BAR CONT, AND 44 x 1'-6" LG BAR .',' •, 3 1/2"+/- 3/4" BRG. GROUTED IN CORE, ONE PER PLANK. (by others) 8" MASONRY WALL W/REINF, (by others) c� SECTION SCALE: 3/4" - 1' O' +/-2" TOPPING (by others) SECONDARY POUR I (by others) 000 04 BAR CAST IN TOPPING •F .11 , +{ 4'-O" O.G., AND r 6 U.S. 43 BAR CONTINUOUS. (by others) f 1$ LAP VARIES J BOND BEAM W/REINF. (by others) c& SECTION „ SCALE: 3/4" • I' O" GROUTING BUTT JOINTS (by others) /-2" TOPPING lby others) r 0 0 6" U.S. -� : 5 `6" U.S. 3 1/2"+/- 3/4" BRG. LAP VARIES 44 HOOKED BAR CAST IN BEAM m 4'-0" O.G., 6" MASONRY WALL 04 HOOKED BAR IN W/REINF. (by others) CORE, ONE PER PLANK, AND 43 BAR CONT, (by others) c(o� SECTION 13 SCALE: 3/4" = 1'-011 ' SECONDARY Pou (by others) SAWCUT 2 CORES a 4'-0" O.G. (by others) 00 roll U.S. LAP VARIES 44 BAR IN SAWCUT G.C.: COSTRUCT THIS WALL CORES 4 43 BAR CONT, AFTER U.S. PLANKS HAVE. (by others) BEEN SETlBY OTHERS) +/-2" TOPPING (by others) SECONDARY POUR (by others) 43 BAR CONT, { 44 BAR GROUTED IN roll U.S. CORE, ONE PER PLANK, (by others) 3 1/2%/- 3/4" BF c6 SECTION 29 SCALE: 3/4" = 1' O" SECONDARY POUR (by others) 1/2" mx4" STUDS WELDED TO BEAM o 2'-0" O.G., 43 BAR CONT, AND 04 x I'-ro" LG BAR GROUTED IN CORE, ONE PER PLANK. (by others) �c6 SECTION 'A SCALE: 3/4" = 1'-O" GROUTING BUTT JOINTS (by others) +/-2" TOPPING (by others) DETAILS BELOW FROM PCSI HOLLOW CORE SECTIONS. DETAILS NOTESHOWN TYIP. ONPLO ER OUREDFLOOR PLAN. EAMS OW. 12" POURED BEAMS , TO BE (SOME DETAILS MAY NOT APPLY) roll U.S. J '` ` 6„ U.S. 3"+/- 1/2" BRG, 3"+/- 1/2" BRG. � •4 44 HOOKED BAR CAST IN BOND BEAM W/REINF. BEAM m 4'-0" O.G < AND 44 BAR HORIZONTAL IN lby others) CORE, ONE PER PLANK. (by others) cro� SECTION—, 1'-0' SECONDARY POUR (by others) +/4"TOPPING (by others) 1/2" a DBA WELDED TO ANGLE AND GROUTED IN ' • roll P.C. GORE, ONE PER PLANK. 3 1/2%/- 3/4" BRG. (by others) 6"x6"xt/2I CONT. ANGLE (by others) c� SECTION 3O SCALE: 3/4" = 1'-0' (Interior application only) +/-2" TOPPING (by others) SECONDARY POUR (by others) i 43 BAR CONT. AND 4 roll U.S. 44 BAR GROUTED IN A CORE, ONE PER PLANK. 3 1/2%/- 3/4" BRG. (by others) E "f r BOND BEAM W/ REINF. (by others) ca SECTION 3 SCALE: 3/4" = 1'-0" +/4" TOPPING (by others) SECONDARY POUR (by others) 00 SECONDARY POUR (by others) 1/2" Ox4" STUDS WELDED T BEAM a 2'-0' O.C. AND 43 BAR CONTINUOUS. (by others) c� SECTION pJA SCALE: 3/4" • I'-O" 44 BAR CAST IN SOPPING O 4'-0" O.C. (by others) /-2" TOPPING (by others) c" U.S. RIES GAP VARIES TOPPING (by others) IT a. ° , .� . • 5 GAP VARIES ••' roll U.S. 6"xb"x1/2" CONT. ANGLE (by others) c6 SECTION 31 SCALE: 3/4" = I'-O" (Interior application only) GROUTING BUTT JOINTS (by others) +/-2" TOPPING (by others) 6° U.S. J •: a `roll U.S. 3"+/- 1/2" BRG. : ,' , 3%/- 1/2" BRG. 44 HOOKED BAR CAST IN BEAM o 4'-0" O.0 4 8" MASONRY WALL AND 44 BAR HORIZONTAL IN W/REINF. (by others) CORE, ONE PER PLANK. (by others) c6 SECTION SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (by others) +/-2" TOPPING (by others) 0 0 S" U.S. --( ro" U.S. 3 1/2%/- 3/4" BRG, LAP VARIES •• 44 BAR CAST IN BEAM a 4'-0' O.C., BOND BEAM IR 44 HOOKED BAR IN W/REINF. CORE, ONE PER PLANK. (by others) (by others) c� SECTION 15 SCALE: 3/4" • 1'-O" • •: �— roll U.S. 44 BAR CAST IN TOPPING �• : �• roll U.S, CANTILHV�R '�' , •• 5 REBAR W/3" HOOK, 4'-0O,G., AND DRILL 4 EPDXY MIN. roll 43 BAR CONTINUOUS, INTO BEAM ONE PER PLANK (by others) LAP VARIES ZrACIAMENT s CANTILEVER (by PCSI ERECTOR) (by others) MUST COMPENSATE FOR PCSI TOLERANCES NOTED GROUT INTO CORE 8" MASONRY WALL ON THE DRAWING. (by others) W/REINF, (by others) 8" MASONRY WALL W/REINF, (by others) c� SECTION c6 SECTION 9 SCALE: 3/4" = 1'-0' 18 SCALE: 3/4" = 1'-0" 160-1.8 Loads on handralle, guards, grab bare. 160T.SJ Handralls and guarde. Handralls and guards shall be designed to resist a linear load of 50 pounds per linear foot (plf) (0,13 kN/m) In accordance With Section 4.5.1 of ASGE T, Glass handrail assemblies andguards shall also comply with Section 240-1. 160T,8.1.1 concentrated load. Handralls and guards shall also be designed to resist a concentrated load of 200 pounds (0,59 kN) in accordance with Section 4,5,1 of 45CE i. 1&015.1.2 Intermediate rails. Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to resist a concentrated load of 50 pounds (0.22 kN) In accordance with Section 4.5.1 of ASGE �. WOOD RAILING W/ I" PICKETS g 4,815" O.G., HAVING LESS THAN 4" CLEAR SPACE BETWEEN PICKETS, REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 IN DIA. PER ton FBC (6TH EDITION) 10 R312 VERIFY DESIGN W/ OWNER. M I" x 6" OAK BASE PLATE 4 TRIM Flooring on 2" conc, topping on 6" precast conc. panel. 23'11" F F 000°. 5/8" GYP, BD, CLG, Iv Iv.��III.11\( i 22'0" CL'G. HT, 3/4"=1'0" VERIFY SIZES 4 LOCATONS OF OPN'GS, REQ'D, IN CONIC, TOP 25" SLIGHTLY SLOPE TOPS TO EDGES SLOPE D /TILE ON 4" CONIC, TOP W/ 5 04 /�—+ roll� }BARS LENGI4TWISE - TIE BARS T 4 CONC TOP INTO 8" BLK. WALL .�-- 4"x6" BM, AT OPN'GS, W/ 2 45 �' BARS STUCCO 4" BLK. WALL ' W/ 05 DOWELS 4 VERT. BARS " IN FILLED CELLS s 12" O.C, EPDXY INTO N.C. FLOOR SECONDARY POUR I ;; (by others) _ • oe 0 0 0 0-0 0 44 BAR CAST IN TOPPING ° +/-2" TOPPING ' C�� roll U.S, (by others) 4'-0" O.C,, AND - 43 BAR CONTINUOUS. " a ae (by others) s a �,o LAP VARIES : POURED CONC, BEAM (engm, by others) EXT.1BAR DE`�� 1D2ooe�9®oo 5/8" drywall on ceiling 1/2" drywall on walls. 2 x 8 load bearing wall w/ etude et 16" o,c, max-� If wall exceeds 10' height. Anchor stud to plate With SPS ties at ea, stud w/ 6-I0d nails. �fmp n MT6I2 strap /fr 2 x 8 Wall with double p plate to bearing leg of roof truss above. Anchor stud to plates With Simpson SP8 ties at each stud with 6-IOd nails, THIS ASSEMBLY GOOD FOR 1000 PLF OF UPLIFT. 1/2" x all redheads at 32" o.c. 4 within 12" of corners 4 opngs. w/ I/4"x3" sq. steel (P.B.) washers. r �1J1 WALL 3/499=19099 ICYNENE SPRAY FOAM INSULATION TO BE INSTALLED W/O IGNITION BARRIER PER [CC REPORT ESR-1826 (TYP. ALL SPRAY INSULATION) CONT. GRASPABLE HANDRAIL 34" ABV. LEADING EDGE OF TREAD W/ PICKETS o NO MORE THAN 4" SPACE BETWEEN PICKETS. (VERIFY STYLE W/ OWNER), IF ADJACENT TO WALL MAINTAIN A 1 1/2" SPACE B/T (PER 201-I FBC 6TH ED. R311, Ll) .4 Q Q z Q O O z O NOSING TREAD r a — 2x12 WD, TREADS lx WOOD T21SER 109A 1111Al UR I .A11111� 1 1/2" = 1'-O" FILLED BLOCK CELL OR ATTACH WINDOW TO BUCK ° c POURED GONG. COL. - THROUGH FIN (SCREWS �' SEE PLANS PER MANUF. SPECS) ; COVER W/ STUCCO 4 3 ^.o c CAULK JOINTS ALIGN 2x6 P.T. BUCK W/ CONT. BEAD OF DAP EDGE OF BLK. WALL 4 PREMIUM POLYURETHANE FINISH W/ 3/4" P.T. FUR ADHESIVE SEALANT OR EQ. STRIPS 4 1/2" DRYWALL BEHIND FIN OR FLANGE 4 CONNECTION BETWEEN 2x6 P.T. WOOD BUCK WIN. FRAME 4 STUCCO. ANCHORED TO CONIC. BEAM, SILL 4 WALLS W/ 1/4"x3 1/4" S.S. ALUMINUM WINDOW TAPCONS (STAGGER) SPACE ® 12" O.C. 4 WITHIN 3" OF CORNERS. lV 1'jj'j\'Yjj1\^VV Y IT A M I17M (MIN. 1 1/4" EMBED.) ICI d o 0 COMPOSITE OR ° D o POURED CONCRETE d C TIE -BEAM - SEE PLANS ALIGN 2x6 P T BUCK W/ ATTACH WINDOW TO BUCK EDGE OF ELK. WALL 4 THROUGH FIN (SCREWS FINISH W/ 3/4' P.T. FUR PER MANUF. SPECS) STRIPS 4 1/2" DRYWALL COVER W/ STUCCO 4 CAULK JOINTS , COAT ENTIRE BLK. OPN'G, W/ VULKEM 350 SEALANT FOR WINDOW FLASHING CONT, BEAD OF DAP PER 2011 F.B.C. (6TH ED,) R103.4 (1.4) SET PREMIUM POLYURETHANE 2x6 P.T. WD, BUCKS IN BED OF VULKEM ADHESIVE SEALANT OR EQ. 116 LIQUID FLASHING OR EQ, SEALANT. BEHIND FIN OR FLANGE { ANCHOR SUCKS TO GONG. BM., SILL 4 WALLS W/ 1/4"x3 1/4" TAPCONS CONNECTION BETWEEN (STAGGER) SPACE ® 12" O.C. 4 W/I 3" WIN. FRAME 4 STUCCO. , OF CORNERS. (MIN. 1 1/4" EMBED.) GOAT FACE AND RETURNS OF BUCKS ALUMINUM WINDOW W/ VULKEM 350 SEALANT OR EQ. ATTACH WINDOW THRU BUCK W/ 1/4" TAPCONS AT EVERY HOLE OR PER MANUF. W/ 1 1/4" MIN. PER 2017 F.B.C. (67H ED,) R103.4 (1.4) INSTALL PER FMA/AAMA 200-12 WINDOW INSTALLATION SPEC. > a o 0 a a WOOD SILL W/ SKIRT TRIM - VERIFY DESIGN W/ OWNER 5/6" STUCCO �- D o D �o� FINISH - MATCH EXIST. 31 roll MIN. POURED CONIC. SILL W/ 145 BAR W/ a" HOOK BARS INTO FILLED GELLED WALL BEYOND (TYP. ALL WINDOWS) ®oo�yp D o DATE 04/23/18 DRAWN BY: p• me CHECKED : MC REVISIONS :