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HomeMy WebLinkAboutBuilding Plans 21. � 01 -- low m -i - Mll � m 1E us R s o" -al "s, kle u u � ° u O> O = �� ® N f c E 3 m w i Oz (K ZD7 m 9- � s F c eU to = cp m wN AV 1"N' MENIMMEM, 0 Q) q OD N CYO R ,u ® U UIY s An fill O Q m w Q 4 m QM"` av T TC % *� Rllr-'%' A 9 u 0" -g c" T IE COUNTY F ARCHITECT l .j0T # 3 2 WATERS IN '6 q: a7k tiny \i 00 1::i:::i: 1 ro ae; Heq 0 R. � A � o 0 T:VVAO O ® ® 0 @) ^000 12 ol 0 w TVA 0 /TV CONTRACTOR ,�*^ V0 0 37'4" B.N.___ _— 37 4" B,N. • rn Ld rn --_ II 23'4" 2ND F.F. `-- a. 0OM SHEET INDEX & 10, C) COVER SHEEN 1 ) FOUNDATION / "roo'% ILE,t) 00 1 ) SITE / IST FLOOR FLAN 52) 2ND 4 3 0 p -- —/' FRAMING 2) 2ND 3fi�'D L � FLAN ) i�0F ' I 11 ,,✓ � `I \ 1 I 1 !1 3) FRONT AND REAR ELF NOTES DETAILS 11(:� 2ND F 9'4 4) RIGHT ELEVATION SE0 SECTIONS DETAIL-10" _ " GLCx. NT. 5) LEFTELEVATIONS(o) SECTIONSDETAIL%5 ro) CROSS SECTIONS 1) SECTIONS I F --�j �IF �1) WALL SECS' IONS I S ) S TI NS o I � _ DATE : 10126112 I 1 _ DRAWN BY pa me 1 a) NOTESAND DETAILS 513) / DESI GNO'O" FIN, FL. I � ����D : MG ®_®_®_ I REVLSION5 I 13) IST FLOOR ELECT, FLAN 1 c729/13 PER B.D. 1 3'0" GAR, FIN, FL, 10) 2ND 4 3fRD FLOOR ELECT, [ZNT Arf=rr 001_, 9 9 0 n ------------------ - - L M SPREAD FOR INSULATION: 1 FLAME SPREAD FOR WALL/ 1 GYPSUM 50ARD: CC RAMiC TiLE iNSTALL,4T f ON CEILING FINISHES: ame s ex an ed index for insulation. ' eramic tile, Flame spread and smoke developed index for insulation shall be in R302,9 a - e n ex for wall and R1o2.3.1 Materials. BUILDING DATA 4 DESIGN PRESSURE SCHEDULE '` R�02.da ce with Ceramic the surfaces shall , installed in AREA CALCUL4TiONSLID accordance with Sections R302.10,1 through R302,10,5. ceiling finishes. All gypsum board materials and accessories shall conform to accordance with ANSI A108,1, A108,4, A108.5, A108.6, A108,11, ,k 4< PROJECT/NAME KRAUS RESIDENCE ARCHITECT/ Flame spread and smoke index for wall and ceiling finishes shall be in ASTM C 36, C 19, G 415, C 514, C 630, C 931, C 960, C 1002, A118.1, A118,3, A136,1 and A131,1, A M.A.MA CORSON 4 ti C ADDRESS: LOT 032 WATERSONG <>: k 4 ENC:lNEER ASSOCIATES, INC. R302,10,1 nsulation- accordance with Sections R302,9.1 through R302,9.4, G 104'1, C fill, C. 1178, G 12"t8, G 1395, C 1396 or G 1658 and R�02.4.2 Fiber-cement, fiber-mat reinforced cement, glass mat 1 insulation materials, including facings, such as vapor retarders and R302,9.1 Flame spread index, shall be installed in accordance with the provisions t�f this gypsum backers and f'fber-reinforced gypsum backers, ST FLOOR A/C 290 S.F, vapor-permeable membranes installed within floor-cellin assemblies, ALL PRE GULATED WiTH THE FOLLOWING: 2ND FLOOR A/C 1514 S,F, g Wall and ceiling finishes shall have a flame spread index of not greater section, Adhesives for the installation of gypsum board shall Fiber-cement, fiber-mat reinforced cement, glass mat gypsum roof-ceiling assemblies, wall assemblies, crawl spaces and attics shall than 200, conform to ASTM C 55-1, backers or fiber-reinforced gypsum backers (n compliance with I, WIND LOADS BASED F 3RD FLOG _ have a flame spread index not to exceed 25 with an accom an fn p ED ON LA. BUILDING CODE 2010 8, WALL ZONE (PSF): 4) SEE SHEET •S9 IN R A/C 1453 S.F.p p y g Exception: Flame spread index requirements for finishes shall not apply R102,3,2 Wood framing, ASTM C 1288, C 1325, C 1118 or C 12'18, res ecttvel and 4 ASCE 7-10, AND 2010 N.E.C. smo e- evelo ed index not to exceed 450 when tested in p y' S) ENGINEERS PLANS 3317 } TOTAL A/C S,F >. . to trimas picture molds, chair rafts, baseboards and handrails: Wood framing supporting gypsum board shall not be less than 2 installed in accordance with manufacturers' recommendations 2, BUILDING DESIGNED AS: ENCLOSED OPEN 9. ARACaE DOOR (PSF): FOR DESIGN �: •..�:: ..>,Cs PRESSURES accordance wit ASTM E 84 or UL "123, 3, MEAN BUILDING HEIGHT: 45 FT, ROOF PITCH: 6 /12 10, L ADS: FLOOR PSF to doors and windows or their frames: or to materials that are less than trachea (51 mm) nominal thickness to the least dimension except shall be used as backers for wall the in tub and shower areas GARAGE 6�4 S,F, ' � `o I/28 inch (0.91 mm) in thickness cemented to the surface of walls or that wood furring strips not less than 1-fnch-by-2 inch (25 mm by and wall panels In shower areas, INTERNAL PRESSURE COEFICIENT +/- : 0.18 ROOF/DEAD f5 PSF ROOF LIVE 30 PSF z Q z pi U Exceptions: ceilings if these materials exhibit flame spread index values no greater 51 mm) nominal dimension may be used over solid backing or 4. WIDTH OF END ZONE: 4' 11. S AR WALLS CONSIDERED FOR STRUCTURES ENTRY 68 S,F. 9 w - m ? I. When such materials are installed in concealed spaces, the flame WIND SPEED: i10 MPH 3 SECOND GUST YE X NO STORAGE 68� S,F, p > o E m N 6 is than those of paper of this thickness cemented to a noncombustible framing spaced not more than 24 inches (610 mm) on center, 5, BUILDING: CLASSIFICATION TABLE I-I, ASCE 7 12, CON INUOUS LOAD PATH PROVIDED? spread index and smoke-developed index limitations do not apply backing, R102.3.3 Cold-formed steel framing, COY, PORCH 436 S.F. ;; to the facings, provided that the facing is installed to substantial R302,9,2 Smoke-developed index, Cold-formed steel framing supporting gypsum board shall not F.B.C. TABLE 1604,5 11 YES x NO *k �.„ tu ., s Q � o r 9 BALCONIES 311 S,F, " . z z m m ® x z s contact with the unexposed surface of the ceiling, floor or wall finish. Wall and telling finishes shall have a smoke-developed index of not be less than ii/4 inches (32 mm) wide in the least dimension. 1 6, EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: 1,53 13, AR COMPONENT 4 GLADDINCs DETAILS PROVIDED? `Y �, ui m o 2. Cellulose loose-ffll Insulation, which fa not s ra applied, com I fn �. COMPONENTS t CLADDING: WIND PRESSURE ON: TERRACES 435 S,F, O �- O- o -S m O p y pp p y g greater than 450, Nonload-bearing cold-formed steel framing shall comp) with X NO N = N „ y ROOF ZONE (PSF): U SEE SWEET •S9 IN i SOIL BEARING CAPACITY: 2500 PSF V p � p � � � o � � W with the requirements of Section R302,10.3, shall oral be required to ASTM C 645. Load-bearing cold-formed steel framing and all TOTAL NON - A/C U v } , o q y q R302,9.3 Testing, 2) 3) ENGINEERS PLANS PRESUMPTIVE: BY TEST: X 2671 S,F, ,: tt a m m U a meet the smoke-developed index of not more than 450, Tests shall be made in accordance with ASTM E 84 or UL '123. cold-formed steel framing from 0.033 inch to 0,112 Inch (I mm to ,IrjN � ` 4 R302,9,4 Alternate test method, PR 3 mm) thick shall comply with ASTM C 955, TOTAL UNDER ROOF 5988 S,F, E 4 £ z L 3 3 ONES ATED FOR CASE SCENARIO. C10 S,F, EFFECTIVE WIND AREA) ` O ,0,2 Loose-fill insulation. As an alternate to having a flame-spread index of not greater R-102.3.4 Insulating concrete form walls. 4 : .. Loose-fillinsulation materials that cannot be mounted in the ASTM E 84 \Y* than 200 and a smoke developed index of not greater than 450 Foam plastics for insulating concrete form walla constructed to * Contractors to verify all ..::: or UL 723 apparatus without a screen or artificial supports shall comply when tested in accordance with ASTM E 84 or UL 723, wall and accordance with Sections R404,1,2 and R611 on the interior of ,��.,.•- � wit the flames read and smoke-developed limits of Section R302.10,1 footages p p ceiling finishes, other than textiles, shall be permitted to be tested habitable spaces shall be protected in accordance with SectionGENERAL HOTS' k when tested in accordance with GAN/ULC 6102,2, In accordance with NFPA 286, Materials tested In accordance with f adhesives in conjunction with mechanical S: � All areas are Calculated to N PA 286 shall meet the following criteria: fasteners (s per ftted, Adhesives used for interior and exterior outside dimensions. Exception: Cellulose loose-fill insulation shall not be required to be During the 40 kW exposure, the interior finish shall com I with Item 1, finishes shall b compatible with the Insulating form I, VERIFY LOCATION OF UTILITIES W/ SUBDIVISION I'y p g materials, ON BEFORE tested in accordance with GAN/ULC 5102,2, provided such insulation During the 160 kW exposure, the interior finish shall comp) with Item 2, lication, PROCEEDING WiT WORK,y p H Complies with the requirements of Section R302,10, I and Section During the entire test, the interior finish shall comply with Item 3. Maximum spacing of supports and the size ands acin of 2, CONTRACTOR TO HAVE CERTIFIED FLORIDA R DA SURVEYOR R302,10.3, 1. During the 40 kW exposure, flames shall not spread to the ceiling, fasteners used to attach gypsum board shall comply with Table LAYOUT BUILDING O LOT TO AS 3'0" A,F,F, 1� N SURE THAT NO SETBACKS ----- 2, During the 160 kW exposure, the interior finish shall comply with the R702,3.5. Gypsum sheathing shalt be attached to exterior waits OR EASEMENTS ARE ENCROACHED, (OWNER, 4 OR CLOSED POST T H OP 02,10.3 I - e Cellulose loose-fill Insulation. following: to accordance with the standards used for the design of the CONTRACTOR, 16 RESPONSIBLE FOR PROVIDING SETBACKS, Cellulose loose-fill insulation shall tom I with CPSC 16 CFR, Parts p y 2,1, Flame shall not spread to the outer extremity of the sample on any building as specified in Section R301.2,1,1, Gypsum board shall EASEMENTS LOT COVERAGES T lea and 1404. Each package of such insulating material shall be wall or telling, be applied at right angles or parallel to framing members. All 3, PROVIDE ACCESS TO ALL CONCEALED PLUMBING O clearly labeled in accordance with CPSC 16 CFR, Parts 1209 and 1404, 2,2, Flashover, as defined in NFPA 286, shall not occur. edges and ends of gypsum board shall occur on the framing R302.10.4 Exposed attic insulation. 3, The total smoke released throughout the NFPA 286 test shall not members, except those edges and ends that are perpendicular SLIP JOINTS. All 4"x4"xl/4" STEEL POST WELDED zs a �'I'� expose Insulation materials installed on attic floors shall have a 4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS, .:: exceed i,000 m2, to the framing members, Interior gypsum board shall not be To to"xi0"xl/2" STEEL BASE critical radiant flux not less than 0.12 watt per square centimeter, 5, DO NOT SCALE DRAWINGS USE WRITTEN DIMENSIONS, PLATE <k.' ;::::<> • !t • Installed where it Is directly exposed to the weather or to Exposed foam plastic insulation materials exposed on the underside of 11 water, 6, PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY N the roof deck or on the attic walls shall comply with Section R316, AND SIDEWALKS FOR LANDSCAPE LIGHTING ANDWN (4) v2"x4" REDHEADS w/ " 00 D 21/2 TestsR302 for Testing, IRRIGATION, EMBEDMENT INTO GONG, FL, p Testa for critical radiant flux shall be made in accordance with ASTM I. VERIFY A/C UNITS SEER WITH ENERGY CODE, N E 9-(O, N 8, USE TEMPERED GLASS AT ALL HAZARDOUS AREAS, 9. USE MOISTURE RESISTANT DRYWALL AT WET AREAS, Call) � • 10, SURVEYOR SHALL YFRiFY ALL SITE DIMENSIONS, A/ EASEMENTS 4 SETBACKS PRIOR TO ANY CONSTRUCTION � , Mil � •• AND SHALL iMMEDIAI"ELY CONTACT 4 NOTIFY ARCHITECTEEO IF ERRORS OR PROOLEMS ARISE, N II, OWNER 4 OR CONTRACTOR IS RESPONSIBLE FOR a0 =ROViDiNG DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISIONS ARCHITECTURAL REVIEW BOARD. O NPiz o N O TABLE R301.2(U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA � � .p" SUBJECT TO DAMAGE FROM i NOTE: O GROUND WIND SEISMIC Frost WINTER ICE BARRIER FLOOD AIR MEAN S STRUCTUfi �4L DR,4UIINC�S °� �` 7 SNOW SPEED DESIGN line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (mph) CATEGORY Weathering depth Termite TEMP' REQUIRED INDEX TEMP FOR ALL ST UCTURAL 15S'USES T � AND VERTic L WALL COLUMN NA 160 NA Neglrglble NA heav NA NA Zone: AE �,r� (9.0' NAVD) NA NA SFACINCH CT I FJ, I i PROPERTY' LINE I 81' 10" i I __ t i 2' O" 10, 011 7 O° 5' 6" 2' O° 5' 6" s Gi 6' 3" fro 0. 9' 10° STAIR NOTE: • m lit 18 EQ. RISERS a 'i.3'15" = 11'0 3/4" 3' 9" w I RA(UNG 2'10" ABY, EDGE OF TR, r - 1" NOSING TYP. , F.G, F.G.� 2' 2" x 21 2° 2' 2" x 2' 2" (2) l.3'i5" RISERS + (U 10° TREAD = 24,15° hoe.orob Z' 2" x Z' 2" POURED CONC. STAiR � I 5/8" STUCCO ON ACCESS I � 1 8„ x 24" CONC. C 7774, DOOR - 80 GAL. H r m VERIFY SIZE W/ RECIR , PUMP IUUI F; BLK. COLS. - p ��----�� 28' 8" ' " 4 TIMER 10' A 411 --- --- 4�1 ------ 4" x 4" S L. BOLLARD � I all SETBA K ----------- POST - SEE DETAIL ABY. I e i 0,0" FIN. F &T�/r6"-� FL. - 0 Q' 0 I -2'10 FIN. I JI i 6.i1' N.A.v.D. 4 IIi�JU�I �IAI�F.L..---- I � ® 15' ------ f� a 25' 6' 3' 2„ 12'4 GLG, HT, O z CONC, FL.--- ----- 8 x c(S I A 0'4" IN, FL. 0 -tu;1WE� -- - �, I/2" GYP. BD. ON 2x FRAME WALLS - 8,66 N A.V.D, 3 1 _ I C;, FILE_ 6i o,, AND 5/8" STUGC ON BLK. WALLS -- - - �0 /� /� _ � � z STOR,��E --_-_uP___-- _ _ _ 'P IN GARAGE , � • I I "�<� 5/8" TYPE "X" G BD. CL'G. W/ - COY, �O C�--I 94" CLCc. HT. "' 3,5"x3.5"xl/41, �'G _,, KNOCK-ON. FINIS Q TILE FL, "� � i 19 9'4 CLG, HT. I x STL. COL. O 9- i TiLE FL. - (4 PLACES) ? EQ. RISERS 6 6 8" = 2'10" ; O a M �� RAILING 2'10" AB . EDGE OF TR, I (q' �+e04 u y 1 NOSING TYP. I Q (2) 6.8" RISERS + 1) 11" TREAD = 24.6" i GONG. POURED CONC. S AIR 4 0 G A -3 ' FIN. FL. O'O" FIN. F-. ' 6.0 N.A.v,D, PAVER � m 9,d N.A,v,O. (5) 6.8" i u O DRIVE r CIA0 e STEPS UP s 11 C4 0 3'0" x &'0" R. DR, W/ 14" S.L, ----------------------- � (1 i/2" MAX. HRESHHOLD HT, � FBC R3113.1) FIN. FL, I / CONC. i 1 8, N.A.v.D, I 2' 6 BATT. INSUL. m / 2) 6" 3 BATT INSUL. PAVER - s I 0 PATIO ! I I _ a C,48�4N - 21611 2' 8" STEPS UP _ I p -1'O" FIN. FL, A/C CO ND. O i 2' 2" x 2' 2" Q = 8.0 N,A,V.D, 1' 2 p F.G. Gt ON STA DS ELEVATOR F Y 3' O c� ENTRY � LL 6' 411 ill 4" o° 13' o" I, _ " r DATE 10/26/12 5' 6 _ 5' p - 9 4 CL G. HT. 10 2 10, 011 - cv 0 " inn DRAWN BY : ps me � I z - - � ALUMIN. SCREEN 0O z � 8�� +� Gil if) 6n iv _ e I r e _ ENCLO. I cl �n 0 -1'O" FIN. FL. 1 - 2" FIN, FL. 48" FIN. FL, CHECKED Mc o e U 533' N.A.V,D. 1,33 N,A,Y, r - - - - - - f _ _ Ua 8.0 N.A.v,D. - i-- ------- d - -----� --------- REVISIONS VTR 2 2 --------- 1 05/29/13. I hoes Ibb 2' 2° X n PER B.D. F H34 CASMT, H34 CASMT. -i'1" FIN. FL, 1 5/8' STUCG ON • 7.92 N.G.v.D. 12" x 12" CO C. 1 I LK. COL • 2' O" 5' 6" 2' 0" $' 6 OUV. ALUMIN �� 6' 3° � 5' S° GATES � 15' O" 4' 611 3' 6" 2' CONC. q(n PAVER 3' 9" CONC. PAVER WALK = ,� WALK 26' 8" s wn 8' 2" al' lo" ■��.��■�■��■�.�■.�■��.�■��.�.....S...O...;�.�....��■�.�.�■�•■�■�■��■�.�.ra.�.S.�■i PROPERTY LiNE D 00 IST Gin,-, 'PLAN p � 9 00 , IZ a MMANCE IH THE IId 81' loll I I N 4 �� 62 13' 4° 6 10 STAIR NOTE: 91 2" 11' 1111 51 311 4' 1011 11 211 h\ `\ I' 411 121 O11 3' 2" 10 8'1 22 4 20 Ea. RISERS o -1.4" = 12'4" RAILING 2'10" ASV. EDGE OF TR. � \� k: 1 NOSING: TYP. 4 - 2 x 12 STRINGERS 4' 4 8' II 11 II 4 5/8" STUCCO ON 48" H \ y`P 21' 1' 0" 21' (2) -1.4" RISERS + (1) 10" TREAD = 24.8" F.G:. W 26" F.G, 2' 211 x 41 211 2' 2" x 4' 2" 4 I I 16" x16" GONGEASE. 3' 111x6' 411 31I x6' 4 X Z 0 X 1211 x 12" GONG. BLK. COL. 26 CASMT. W/ 26 CASMT. W/ TRANS ASV. E H34 CASMT. W/ H34 CASMT. W/ 26" RG, BELOW 26" F.Cs. TRANS 211 F,G, TRANS PORCH BELOW - —s m — A5V. (SEE ELEV.) 26 F.G. TRANS 26" F.G. TRANSA ------------- -�--� � `!) } cps �~ �� N !/7777 --a- ---------� 1 O4 N ltu c0 c -0 � 'n N MIR ❑ I _ I I I I = R48 I I :, IIN.I S Q 9 _-__-__--_--� r"", I I 11 I I ' - - (v ~ fV k\\k ,.•`k Or 1L b s I I I 11 I M-� -q •r-� Q N 4 m 'Q rj ------- . r I I � Z z i m Z ---------� I -- O ` - lX I I �t�vti�\\:,.4 cc vj VTR O I Ii�IVI" � O4' O 4' O 50 3' 4 6' cv �Y1' 4 11 II I I I '30' 10 'C� cn I :12, 0 COOKT,+Il W/ 1 _ 0 p p m I I I HOOD 45 - = i -------- 1�`/ I ' 811 BLK. 48" H 'CAN pQ13m4i II i 30 I /11--------- —`�--------- �1 _� 4" 1 41 I,,� I 1 I C/L 5/T EMS. _J_ I - SOLID RAILINCa I I~ I I I I I I cn I I II 1 `+\g�„ - I I�yI *��I 1IOb10 O GL V� Q� ' ' `NI///777�I II I C I 1 1 1 I I I Ilr ° tfLE FL. 4D(N( 1 l6 I 42' 4 `X .I I II I ID II ° TILE L. '1 i23'O11 F.F. ` `. i '1 = LLi i i 2 I I ' 11 = $------------ c\\` O \pl , , I - -- VtR RYWALL STOR. v - SLOPED GLCz. 13'4"-ll'411 1 , I n l 11 `s 1(32,0 N.A.V.D.) 1 M cr I I ' MI R� I I 1 -�-+� m 2 O .F. 4` .\I WD. Ii i i 16' 411 8s 1�1' �- --'I i 3' 811 i i 2 �1i 2 8 SW ASV. a 9' AFF t (32.0 NIA.V.D.) F\--------------------------------il c0 1 1 . II I , I - ❑ --------------------� 1 I I I I ---------------------------- — - 1I I I 1 1 I I I F y rio -------------------\� \` I I I I 1 ` (Q VEG. SINK Q ',VI - I I I I 1 W/ DISP, — . ------ --- 1-1-------------- ------ ---1 - ------ - -- - --------- {}' - ----------- _ - ---- --- - -- O ` ` --------------- --- ------ ---------- ---------- y +36° 14'8 CLG ,QI . . I I I y` .. .... .`_ 611 21 311 3' S11 I 14' 811 I I = LL I ' 1 '- "- -------- I _ , I I I TILE 2 1 .4 I LL 1 ' " --------- REF 1 4i ` �„� -I- ------ ------ i ------ -- ------ - --- N cq z I -- -----i --------------------- ---- I W/ IC'�E .� ---� -s ----------.._ i--------------------- ----i j--- -- ------- ---------- --- I 2 H WE). RAILINGI DN I A -q � I ' O O 4 i-------------------- Q---------'n-�- i O 23'4" FIN. FL, i i �t cv , }'�''J� I I 23'I 3/4" F.�, L — CV I I IBEr R00 *03 I I I ---z----------t-�-sV� ' - 6 �0 (324 N.A.V,D.) i al CV;------------------ xx to 11 _� --�------- ------ j----- , j------ -- -------------- — — „ I I ' I ------------ ------------------------ REAR -'-�.V�D.)I ' - ti,\ � l'I l (32 146 N (4 1 ' --------_-- u 1 I : .mot\ ----------------------- TRAY CL 12'4 -13'4 I 1 - w..- I -- ---- --------------- - '---- I I I I 1 �1 -1' ~ -------i r-- ------------------i r------ ------------------ 111 - cv cti r---- -- ---------- ------- I 2' I I WD. FL. 2 I I ��� \ o i lid � � I � ��� I �O O� I I 5/8 STUCCO ON 12 x 12 �\�\ �\ F' N V TERRACE ,' � ' I I 1 1 I ��:�.: �`�� Fri ' I I VERIFI I 23'4" FIN. FL. 1 I I I I I I 11 11 1 M I I � N 1 ' I ' 1 ________________________!_J I 924 N.A.V.D.) = I 1 Z CONC. 5LK. Col.. (5UIL INV. HIP. GLCs 13'4" SPRIN ,' ,' -'--- ---- ----------------- I- ------- ---------------- ------ - - ( ' = y � OUT SASE TO 14' x 14") M --- -1- --r------------- ------ -- ------------ --- ' i i i i i i i i 1 1 ;,, ' }_______________________ __{ NE 1 I O E N ' TILE FL. I SLOPED GLcrs. 1314"-17'4" �4 �o , ') 1 I SEE ELEV. I I I I I I I I ' >- 11 11 I I I I I I I ( "------------------------ f l 21 I/2 3N.A.v.D) I 4 2 I I 4' 2 4' 2' 4' 2 4' 2" 4' 211 1' 10" I �11 Q_ y �+�s _ , I I I I I I I I I 1 -------------------, 11 11 __ _ _ L15RARY I I 1 ,', )Oi , I II I I n I u I I u = I n u FF =--- ---------------------- --- cV (V y- ' ------- oil I 16 16 I I I I 1'-------- ---- -- - i - -------------- -- I I • , I Q I I , , 1 1 tl' I ill '4" GLGt. T. / WD. SMS. -------- -- ---a--, i i 21 611 2' 8,1 i i (•• .41 I 1 i , 21 III 21 11I i i i �+ /, z um 1-' I I I I I I I REiFA5, GAS, _ _ 4 c' �NTR ELEVATOR i i V1 N X I I I I " 51011 = N 10' 2 O ttcn � I I = ' I = u=, , , ' JulMTL FIREPI+A E 5 8 O Z " I I w L L L-1- RD 41I3:BUILT-IN / 50mKS _______ _ __________________I —+__1 ' I I -• - --------- ------------------ I I • -a-- 3 111x6, 411 31I" x614" 21 2" x212" 2211x2' 211 26 CASMT. W/ I 26 CASMT. W/ H32 CASMT. W/ H32 CASMT. N N •� 26" RG. TRANS `� 5" ' b. S11 2il F,G, TRANS 26" F.G. TRANS 26" F.G. TRANS 1, 4" 12' 0„ 3' 2" 18' 10" le, 41 41 6" 31 611 0 13' 41, 49' 411 13 2 6 U NOTE: D D o0 0 9CH F ® � � SEE STRUCTURAL DRAWINGS • FOR ALL STRUCTURAL ISSUSES AND VERTICAL WALL COLUMN S�'ACING (T` fm,). 81' 1011 — 11 5' p" 11 011 8 811 rn 11 4" �1 41' 2' 10�1` 13' 11,11 61 �11 4' 11" 4' 1111 S' S11 g' 211 II' II" 5. 311 g 2 01 0 Ld 25 C SMT. 25 CASMT. I=.G. 35 CASMT, (TEMP.) F.G. (TEMP.) F.G. (TRMP-) H34 CASMT. H34 CASMT. 6" `D 31111x51311 3' 111x51311 21211 x21211 4' S,1x51311 21 211 x2' 211 41411x (21 Oil VTR 21211 x 41 211 2' 2" x4 2 VT — ^ - - T --------------------- 71111 IR — -`} A1„UA41N, - 9 I I 1 I \ R S 9 ----------------- LEDGE S \ `\ r---- o o RAILING , I ' `0 1 I ' I 1 � $}.I \ I L T, r - - m I 1 I I I I I I I g I I iv i i cp i VTR ° O 41 011 4' 011 51 011 31 i J f1J Q ' ' x W a i i� i 0 ,----- - -------- -- 4 I Q N I I V' (`\v/J) {■/ 1I 11 ' ' IIIIL ATH 4 I I cV �. t LL i i 9 ---6-4 i I W i i i _ 10'8" CLG, T `X U 11 O " . 4 10'9" F.F. 1 , I rn I _ I m 5ALC,DNY A5`�'! I I 119.15 N.A.V.D.) Oce I ----------- ; 1"I�ISTR ,aeTt-I UR °' 2' 411 611 I I I I ------ --------------- I I x Q----- - ------- -- ---, �r------------- --------------- O ; COFF. CLG.10'O"-10'811 1' 4' �Q `t 1� 109 F.F. ' 00 i i i ' TILE FL. i_ I Q N LL 7 ' " u u - " I --------------------------------- - I S i SITTING i z ill 9 10 10 O 4' 4 Z" _ - I I I I REARO i i 1 10'811 CLG. HT. r ---------------------- ---- cv U 141511 51 011 11 011 i I 611 O a� OC I i i a" WD. SEAMS i Q I� �1 " 6s _ I I ,A` x Q Q I 1 WD. FL, p� _ 2 4 ' O Q I I 10 F.F. V ll I 5l_ILCONY _ w o _ i i t i i ° 10'811 CLG. HT. r, w LL i i i VTR ' GUEST O I i I (19. N. s.V.D.) TILE FL. DN _ r� 21 1" 4" 31 7" 3EDROOM i - I I — — —jp - - - _-______ - zQr-r — i - - - - - - - i10" DIA. VTR 41 811 ' _ m COFF. CLG.IO'O"-10'81' - � I ' - % I p , I I i 1 i i DECOR. COL. c0 0 ------------------------------------ - LINE OF CONC. 5 '� in 4(Q i WD. FL. i RONT I I O `U O I I I I i 5M. BELOW SH ' =r 11'0' FIN. F . I DRESSING N.A D.) I i i i I I i i LINE OF StL. COL. 21 811 i i }�r4LCON COFF. GLG,IO'O"-10'8" z 5ELOW (4 PLACES) i i 10'811 CLG, HT. , O I I I I 1 I I I I -� WD. FL. ' `t „ 11 II 11 11 i i TILE FL.Zillk _ = I 1 1 1 61 �" 4' O11 6' lO" i 2' 6" 4' 0 1' 10 6' 6 4 1' i l i _ O ------- -- ------------ ---------------� ---------T------------T----------- _ - I ♦ ' c' 6 x Q-Q-------- I I -- -- 4 O � v Q I I I - (01, Lu 1"I,46TER SUITE ----- sn 0S 6 N.A.V.D.) c0 X a I I " 1 21 61I 2' " READING 1 i _x U i_J � � �/ u LL ' 10'8 CLG, HT. ----------- = LOFT 11 811 WD. SEAMS RES O in ------------------------- ------ i J i O iA Q i i WD. FL BUILT-IN - _ - - ---1--- — — —_ O I g' 8 I ? r _ id a" GLCs. HT. •� _ 4 I 4 .fl W 1 _ 1 1 _ = I ' Rs i i 17 Z t i E3' 9' " xQ , — — — — z 4" I 4"' 21 g" 11'0" FIN. FL. UJINDOW WIND W F I ------------ --� `--------------- I IST FL. WALL SEL. I I - I SEAT W/ � � 5/8 STUCCO ON ' 4 I O -----------{�- i ------------ I I I WTI C St0 . 5E OW ~ - I I I 12" x 12" CONC. DATE : 10/26/12 ELEVATOR c� c4 I W.I.C. I Z 5, 01, _ 10' 2" tt U i i BLK. COL, N Fill in i Ul 1 1 I I ( 1018" CLG, HT, s O xDRAWN BY : a me 5/8" STUCCO ON LL ; ; i WD. FL. �, m i i 61, CHECKED MG 16" x 16" CONC. i I I I I I Q 6 n = - I 1 -J L J lll BUILT-IN / OOK SH I BLK. COL. I i I ; i L_ I ' I REVISIONS ------------------ i*1 - --- i i 1 I RxS I I I I ----------------- --i--i I 05/29/13 PER B.D. ------- --------- ---------�- 2 09/06/13 ROOF I-IT. --------------- 31 I x 5 3 11 " 11 11 3' I" x5' 311 21 211 x2' 2 2' 2 x2' 2 NO 25 GASMT, 25 CASMT, H32 CASMT. H32 CASMT. 61' [11 411 '11 411 2' 11'1 131 111 30 01 4' 611 31 61, 51 011 1 011 8' 811 54' C" 13' 2" r-1 oil D p 0 000 190H 2ND F L002"i0 BUILDING DEPARTMENT I IZODU'- IqA G SCHEDULE ST. LU(,IE COUNTY � r" . .. .. - __ EDGE FIELD T VALLEY TRUSS BY ITEM NAIL SIZE: 5FAGING SPACINGS NOTES APPROVAL SUBMITTAL AFFIDAVIT 16d TOE-NAIL -- --- \ TRUSS MANUF. • All ,Joints In roof decking shall be m 24" O.C. covered w/ mtn. of 4" wide self- OPENING SCHEDULE: SWINGS DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED -TLA66 WINDOWS 8 SKYLIGHTS: � m 19/32" GDX ZONE I,2 4 3 � adhering polymer modified bitumen (ad round head 4" a c b" o c BUILDING DESIGN Roof sheathing tape applied dlreetly PRODUCT MODEL * MANUFACTURER ATTACHMENT METHOD wet"ring shank) EXPIR, DATE g k\\ to the sheathing(secondary water barrier) PRESSURE SECTION +, t y�I II II -Glue all plywood within 4' of roof edge TYPE, SIZE, SPACING < EMBEDMENT SEC I ION �-A g Natl 2x fascia to trues ends w/ (2) EVALUATION AGENCY PRODUCT PRESSURE NOA Roof sheathtn Sd round head „ to top of fascia ring shank 16d Halls(min.) WINDOWS SERIES -140 - +5' MR, ` PGT 3/16 x 2 3/4 TAPCONS 05/22/2013 A 15/32" cox � (GA5EMENT) (IMPACT) EVERY HOLE- ALL WINDOW 3-6 / -�1,1 � \ -0 Sd 4 o.c. 6" o.c. n inWall sheathing SIZES SAME ATTACHMENT. A 23/32" T4G „ Glue all plywood +�l'�,O / -�5-0 OS-011�,11 ij lod 4 o.c. 6" o,c. MIAMI / DADE WORST CASE SCENE 10 CALCULATED u 6 ,02 U Floor sheathtn (PL400 ore equal) _ — stud to 16d 3 per header ply WiNDOWS F,G, PW 3020 PGT 3/1Co° x 2 3/4" TAPCONS EVER`r' HOLE- +533,6 / -11,7 08l16/201-f o �'E o TOP CHORD OF q 511`i SUP MT512 STRAP m 2 x 12 "ender (FIXED GLASS) (IMPACT) MIAMI / DADE (GLAZING OPTION B PER PGT) +1G''8,0 / -108,0 � `o w � m � � � � � d) 0) EA. SUPPORTING TRUSS. Plate overlap minimum 12-Q>j16,O>j Q N 4 �, m Q 0 4 SUPPORTING TRUSS Top p'.ate splice IC�d 8 per splice 24", over I stud _ ,.4, 0 ili , s 9 FASTEN W/ 14-lOd, 1340 STEEL WAYNE DALTON 5/16" x 1 5/8°' LAG SCREWS ` , z z_� `� m z o Wall meta 'nth 14 ea, 1.5" leg. 3/4" „ Install lath per ASTM C-1063-99, self- GARAGE DOOR +44. I / -49.2 09/2Z/2011 0 = o o Q) z O /rN6 O.C. along furrin diamond lath, Oven paper ) cro�r staples 9 p p SECT. (IMPACT, EA. BRACKET +4r�,0 / -52,0 12-0605.10 framing member 1 1/2",oven lath I" min, at edges MIAMI / DADE " � U Q' m m u .S o O O o D7 O c U TY?o VALLEY FRA._MHNU Geil'n 4 ecffit 4d 1/2"x1/4" head 6" o.c, alo Install lath per ASTM G-1063-99, 11 'tta\� U U o o U L g ng Fp_-1t,0 PGT 1/4 x 2 3/4 TAPCONS / 12 HEAD p Q Q a o NOTE: VERTICAL MEMBERS MAY NOT NECESSARILY meta! 'a.I roofing natle framing member High ribbed lath FRENCH DR. F52'r,6 / --11-� 02/24/2OI5 O a m � _ m LINE UP WiTH TOP CHORD OF SUPPORTING TRUSSES. I" min, overlap at edges (IMPACT) MIAMI / DADE 09-1028.10 ��k t��' c Y_ Q) $ Q � s a � I EDGE'. r �z 2Q w ('RODUCT MODEL * MANUFACTURER ATTACHMENT METHOD BUILDING PRESSURE 4040 LAYOUT t FRAMING DATA EXPIRATION \ TYPE, SIZE, SPACING � EMBEDMENT �����`�� O O O O PRODUG.T PRESSURE DATE ROOF SLOPE: 6/12 CEILING:: 0/4 '12 2 2 ROB I SERIES 1300 ENGLERT INC. (4) *10 x 1" Pancake-Head Woad Screw - — O R'DG,E O , NA LOADING: 41 .s.f, OVERHANGS: 24 Ine, METAL ROOF MIAMI / DADE Per Roof Panel Clips ` p TES 125 FL-1112-i,3 R3 TAILS: S X Plumb HEEL HEIGHT: IS ins- O 2 °< ® k O c w I n SOFf fi NA NA STUCCO ON MTL. LATH - +43,6 / -64,4 NA DESIGN PARAMETERS _p CODE EDITION F,B.G. 2010 0 O UO 2O MIAMI ! DADE NA � OCCUPANCY CATEGORY : I ROOF SHEATHING NAILING ZONES N/A HUR 'IGANE PANELS �". .•,\ P4 EXPOSURE CATEGORY C BASK WIND PRESSURE : See schedule ROOF DEAD LOAD : Z sf Headsrs not specified are to be 2 - 2 x '2 *2 southern ys low Dire or .� • . CEILING DEAD LOAD : 10 sf better, minimum 750 Flo, Heacers to have one G,ipple eac,l snc, and one �a1 M DEAD LOAF-) REDUCTION FACTOR = 7 full stud with Simpson LSTA 2� stap attachsd 'psi end- Asse�rbl1 Teets v uplift requirements Of 12,35* witn 14 - 16d nails per end, b " � M't fib C) F N o i. US Nil ARC v N ® N • j O 0 W 6 1� \�./ 12 T�i ' 1 N p" 6 412" MEAN ROC;- 14T, _ 04 v --- !� 2 :44 4 FRC ADE H a 38 O IM 2 2Ll 173111 C� E EYE-BROW ROOF 4 WALL BRACKETS CVMAIM Ld Ci L MIN_ I N - 42" DECOR. ALUMIN, - ALUMIN. LOUV. BERMUDA 23'4" 2ND F.F. 23'4" 2ND F,F- j SCREENS � � -� - —- - — —- -— -— SH TTER 21'8" CL�.-HT, 2_;_3' 51`I, HT. A- MIN. LOUV. UMIN INQ - 2 FF ' \\ \1 11 ti \ is � 1 'ie 1 OF 000, - - I1'0" 2ND F-F. II'O" 2ND F� - -— - -®- - a� S'4" CLG, HT. 9'4° CLGs. HT. rr - ---- -- ---- _ /, - - .® ❑ y 07-JB —-—-— Q DEG�R. STJCCO (I�'8" 1�lAVD) / - BRAC<ETS 60" O,C, i 14n x 5" V� W 1141 h►� M DATE 10/26/12 ° DRAWN BY ps me FL' 0'0" FiN. =L, i CHECKED Mc ' REVISIONS i �y I 05/29/13 PER B,D, 2 09/06/13 ROOF HT, l l 3'0" CHAR, FIN, FL. ® ® ' ® VATHON 00 � 9 0� [� NT ER'=.T. ro�'VATHGN aOC�= R9 (gvv ® - 3 • • F mi :`mi z z U z p6 6 , 079 �70 � � p 3 m • e m m O N THESE PWS h L RET 4. Oz z m z IN , MXEA��'ITH THE FLORIDA � + ° BUILDING 9� far Om Q 'a p m -29 \\\ ::\ U U ? _ � � Q 1 Qm 3 m � :_ rdr m L L L U Q -p a s m •d v ham Z H I'Ll k � M \` - • MCI w 0 � N t/1 � • w � M as � oN � W N O w � DEL;OR. STUCCO 12 O OUTRIGGERS 61 6 4B" O.C. (16" x 14" STANZ 19G SEAt GALV. x 5" W) MTL R f)F —LL O _O 2' O„ ALUMIN, LOUV. PANELS QN- HORIZ, STUCCO i SIDING \ \ CV O — ALUMIN. RAILING - 42" tq AFF Li - - - 23'4" 2ND F.F. _- 23'4 3/4" 2ND F.F. - - - - - - —_ `� ALUMIN• GUTTERS DOWNSPOUTS 21'B° B,H. 4" SMOOTH STUCCO — TRIM i RAISED SILL o. UPPER LANDING 5/B" STUCCO ON —- 12' x 12" CONC. w 0 BLK. COL. „ 8 SMOOTH STUCCO 11_O_2ND F_F_--- -- - BAND a S'4" CLG. HT. DECOR. STUCCO / \ , '/ ;- J� I i ,,' - ' ,/ J/ ., �, 1'`/ � - - `\ �r .,\-'/ •, - ,` , BRACiGETS \ / i rod" O.C. (14" x 5" x 5" W) / / - / / LOWER LANDING' E/8" STUCCO ON DATE 10/26/12 TRI t RAISED,SIL-L v ` B" x 24" CONC. tt i i r BL<. COLS. DRAWN BY pe ma ` O w _ � CHECKED Mc SMOOTH S`tUrCO \ REVISIONS O o" FIN. FL, 1 OB/29/13 PER B,D. Y 2 OW06/13 ROOF HT, FFF -3'0 GAR. FIN. FL, Ar 9 9 00 RH��Jo AwiL -:IGN O 0 'M w` M 01 4 \\ 4 Ibi \ S i ffir-a 4 ad THEE � u U To � U I eo ° 1 me N � .iHCE MH M FLORIDA Q N _ m 0 4 ii��nn nnn l,�fl/ �7��E ..,k4. - c 0 m O O \; UN = Nm m ,-, ys pD R/ (K m + u x\ U (X U m 76 IL U T Q y- m a m m ������� • fists k \��\\ w gp . ` ' \ �4 \ \\\\\ 1 z k a M N v 00 o N � P6I e� N p4 = ONE N W N C Nov 0 DECOR, STUCCO OUTRIGGERS e 301, O.C. (9" x 10" 2 • x 5" W) ---- - O m EYE-SROW ROOF d WALL BRACKETS DECOR. WOOD BRACKETS w 5/8" STUCCO ON 45' H 1fo" x 16" CONC BASE. 12" x 12" GONG, BLK. COL. - �t ABV. O 4-" H SOLID O RAILING m 3'4 3/4" 2ND F.F. — — — 23'4 3/4" 2ND_F.F. 215 5,P, 0 - --- ---- A 42" ALUMIN. RAILINGLi 0 3/4" 2ND F.F. —-_-I1'0 3/4" 2ND F.F, a S'4" B.H. Q 1 BEHIND 6' ALUMIN. / LOUY. GATES VERIFY SIZE / DATErr- 10/26/12 ' - — DRAWN BY : ps me O / CHECKED Mc \ _ REVISIONS k2ulorolI3, / � , .. , ROOF HT, r i _ 0�011 F.F. -- - - - - - / -1101, FOYER FIN. FL. - / -3'O" GAR, FIN, FL, ATHON 00 � 9 00 an on ui zQ zO o z -s _5 m - g yfu N c 9 m3 m N m k� !�cice z �!YO O � W o �. O U .4 6 Q) %10 :1�kill ll wd Cmmmm'�' 1. . dk b" tt�� .r.. ..- . t/1 ti m CCNCF-A" ')(: �"�s � (ACHMCNTS ARE ia� 5' ?'ONSIBII 11 :. THE ao N RA ",RI) a N ° JMM bim NMI so E7— ICY I ( OrW,• NNj pq GALV. METAL ROOF 12 ^ rOV® NENE AM •�r INSUL. 2 N .e °4 36'S B.N. �� .•.. •e OR. IUD. B AMS FRAME DN. � �•g a � � - � - VERIFY Wi OWN R � TRAY CLG. 7T Z STOR. LEDGE fK 2IE • Ll_JLj 2 ` REAR ❑ ❑ 130 C3 ❑ ® �Es TERRACE T r' - GREAT BEDROOM #3 W.I.C. 42" A.F.F. ALUIN. KI C u ENBEDRVON1 _. ROOM � I RAILING - —' rn a 2" CONC. TOPP NG - 2" GONG, TOPPIN ON 6" PRECAS _ N 6" PRECAST FLOOR PANEL FLOOR PANELS OO - -- ---------------- ------------------ ------- ------- - - --------a-- --------y---- - ` - 23^4" 2ND F.F. 23'4" 2ND F.F_ - -- - -�-- --�-- -y-- - y -- - - - - - - - -- -- -- -- v- -- - -- - =.--sue - -------------- --------------------- - e •, ., • ..• e _ ,. •.•. 21'8" B.N. qe• n d e J• °• °•°, (��� 21'8_CLCs, NTH-— «i s• > i.t - I'IIr '±I 'III .e c0 - e ® ® ® ® O REAR MASTER DRESSING GUEST FRONTc) 2 STUCCO SIDING - BALCONY = BEDROOM BALCONY GUEST W.I.C. SUITE W/ SITTING: BEYOND BEDROOM ll'O" 2ND F.F. �110 2ND F.F� _ _O -- - -- '----- --�--* ------------------- (, -------------------------- ------------------------------------------------------------------------------------------------------' ------------------ _— '_ .'.. ,. ••' •n ••• • - e ---"— L -L--•---�--�--�--�-- -- -- -- � r i, G ------------------------r• g'4�� CLG. NT. g 4'_QLG, NT. - - e _ _ _T _ ► c•a s•s ENTRY Lu 7 ❑ ❑ UJATER "v Q SMOOTH STUCCO `t NEATER R STORAGE D ;T, , P C 2 CAR GARAGE � r� 2 CA A IMAGE COVER D 601 �y fV -- ®-�---- - - - - - e_ O_O" FIN.-FL, ll O'O" FIN, FL. FL.-LINE BEYOND - __-_- __--- ____-- _ — - FIN, FL. - _ _ — DATE 10/26/12 -IO" FOYER FIN. FL. 1 ---- - --- OPN Gs TO STOR i u SLOPS BELOW STAIR DRAWN BY pe me N J_j } BEYOND n -3'O" GAR. FIN. FL. CHECKED • Mc -3'0" GAR. FIN, FL. � � i " r REVISIONS IL _LL —- - - — 05/29/13 PER B.D. ELI s u IT uy� y- Em JEY+.J - - E Tr Tr I - - _ - - - - - - Tr _17 9 � ® li4 D 0 0 (Dvv ® HCC))N `�� Galy, standing seam metal Galy. standing seam metal roofing on Peel-n-stick membrane roofing on Peel-n-stick membrane 12 on 3/4" cdx plywd sheathing on pre-engin. wd. trusses v 24" o.c. 12 F=rs,, r insul. ir on 3/4" cdx plywd sheathing on 6 pre-engin. wd, trusses 0 24" o.c, 6 2x Sub fascia• Attach to and of each truss w/ 2x Sub Fascia, Attach to (2) 16d nails. Attach roof end of each truss w/ Icynene spray foam instil. sheathing w/ Sd ring shank (2) h6d nails, Attach roof (R-20) or equal• sheathing w/ 8d ring shank nails 10 4" o.c, nails g 4" o.c, Imbedded Simpson anchor Imbedded Simpson anchor see roof fi, framing plans see roof d fl, framing plans 2 36'8" B.H. 6, 2 36'8" B.H. 6, I I t I I 5/8" Drywall on ceiling 5!8" stucco on high-rib, p.b, EAVE..• Soffit... mtl, lath 5/8" Drywall on ceiling Copper drip edge on 5/8" stucco - on 1 x 3, 2 x S Rough sawn 24" O.H. 8"xl6" composite tie beam w/ 1 *5 bar cont p.b, high-rib 24" O,H 16x16 conc. tie beam - See 8"x16" composite tie beam w/ 1 5 bar coat cedar fascia, in ea, coarse fflled solid - See roof Ian mil, lath, p p II for beams 3000 psi conc, ; structural plans in ea, coarse fflled solid - See roof plan Soffit.., 11 Stucco outriggers i ll for beams 3000 psi conc. 5/8 stucco - on 36 o.c. - see 5/8 Stucco on 12 x 12 conc. p.b. hfgh-rfb mtl. I� blk. col. w/ 4 *5 bars vert, in II lath, elevations � Afilled cells,5/8" stucco on 8" bfk, wall wl *5 bars " dt � sE If vert, in filled cells per struct, plans , , 5/8 stucco on 8II blk, wall w/ *5 bars X "� ° �� vert, in filled cells per struct, plans BUILD CODE - LVE II Interior side to 1/2" . ]old, on i i alumin. railing w/ pickets I p.t, furring a 16" o.c. on 3/4" 6 5" o,c, - See elev, I Ill ridgid insul. bd. (R-5) ICI i i nil WEE71 � � 5!8" Stucco on 16" x 16" conc. till blk. col, w/ 4 *5 bars vert. in IIII interior side to 1/2" gyp, bd. on I filled cells. I'll 3/4" p.t. furring a 16" o.c. on 3/4" IM{ 3/4" ridgfd maul, bd. (R-5) ridgid irsul, bid, (R-5) I IMl 2" conc, topping on 8" ; to bot of conc. deck 'q� 2" conc. topping on 8" 1 precast conc, panel - See ; 111 ' ' Tile on 2" conc, topping on 6" 1 precast conc. panel - See structural lens ' ' structural plans 23'4" FIN, GONG. FL, yl p i i precast conc. panel - See SLOPE DN, 23'4" FIN, FL. 'al p --------------------------------- structural plans (32 4 NAVD) = = = = = , 23'0" TOP OF FL. 2218" TOP OF BEAM ----------------------------------- ' c =�-3/4" rfdgi in ul, bd. (R-5) _ � _ _ - _ to bot of conc. deck Conc, flo r eam - See struct, plans 6" batt f su . (R-iS) ZVI GLG. 21'8" CLG, - II i UU 21'4" BOT. BM, 5/8" drywall ceiling on 2x ' II p.t, wood furring tv 24" o.c. 5/8 stucco ceiling on hfclh-rfb p.b. 5/8 dr wall calling on 21'0" BOT, BM, y g II " metal lath on 2x framing 0 24" 2x Framing g a 24 o,c, 11 2x4 p,t, cont, attached to wall II II `-w/ 1/4" dia, x 2 3/4" long II II 8"x16" poured tie beam w/ 4 *5 bars II tepcons * 16" o.c. (Typfcal) II Cont. - See floor Framing plan for If 11 II ll beams 3000 psi conc, II t I II II 8"xl6" p-',pared conc, tie beam w/ 11 ' II 4 *5 bar coat. - See floor framing II plan for beams 3000 psi conc. ifII " II If I1 11 .-5l8" Stucco on 16"x16" colic- 11 II blk, col, w/ 4 *5 bars vert in II filled cells. See struct, plats I 5/8" stucco on 8" bik. wall w/ *5 bars {{ if 5/8" stucco on 8" blk, wall w1 *5 bars II vert, in filled cells per atruct, plans II vert, in Filled celizi per struct, plans II II II II II II Interlor side to 1/2" gyp, bd, on II II II Interior side to 1/2" gyp, bd. on II 3/4" p.t, furring g 16" o.c. on 3/4" II ridgid tnsul, bd. (R-5) IIII IIII 11 113/4" p,t, furring 6 16" o.c, on 3/4" 11 ridg id instil, bid, (R-5) IIII nil II 11 IIII 2" conc, topping el 8" IiIf Ii�� Floor the on 2" conc, ..If 2" conc• topping on 8" Iill recast conc. panel - Seepf� g 1Af{II Ili!11 topping on 6" ___precast conc, panel - See 11b" FIN F II ll structural plans 11'O" FIN 1 IIII II precast conc, panel - See SLOPE DN. If structural plans u l20' NAVD) (20 O N.A.V.D,) IIII IIII structural plans 10'4" TOP BM, ----- -------------------------- 101811 FI u till 5/5" dryw I calling on 2x Tp.t, wood fur tng m 24" o.c. 79 d UUUUUUU7 I ' , , , 6 „ 8"xl6" poured conc, tie beam w/ 5/8" stucco ceiling on hf h-rfb .b, 810 BOT. BM (18'0 NAYD) 4 *5 bar coat. - See floor framin 8'8" BOT. BM, g metal lath on 2x framing 6 24" o,c, I I plan for beams 3000 psi conc. (I-T8' NAVD) conc, tie beam - See l ' ' 8" conc, porch beam - See structural plans 5/6" stucco on 8" frangible bik, wal s 1 11 See struct, plans ; ; structural plans stucco on 8" frangible blk. wa s See struct. plans 1 Interior side to 1/2" gyp, bd, on Interior side " FOUNDATION..• de to 1/2 gyp. bd. on 3/4" PA, furring � 16" o,c, "on 3/4 , , See atruct, plans. ' ' 1' 3/4" PA, furring w 16" o,c, on 3/4" ridgid instil, bd. CR-5) , , II ridgid insul, bid, (R-5) O'O" F FOUNDATION... II 01011 FI , , �� _SLOPE DN. (S. N.A.V,D,) �,--—-—-—_—_—_—_- 1 See struct. plans. „� C9.0 NAVD) - -—-—-—---—-- --—-—- -—- -—- J Will HIIIIII 11 I IIll rill 11 trill , Ill-- I --t -ttttt- ' ' Ill lilt ! ill 1` " ! f4 I I ll II I IHill 11 II IIIi II IIII fill11111111117- I I Gonc grade beam II Gonc grade beam d II IIII auger plea below - auger pies below - II See struct, plane II See atruct. plans Ill I fill - IIill I ] ill fill ] I I 11 11{I " IIII II �� I Ill fill IIII III I III 0 II 0- __ ' If ' II C� ' {{ -° 01 L_ 0 11 0 of - - - - - 3=STGRY BECTHON - - - - - 3—STORY 314-'9== 9099 - - - - - 1607.11 Handrails and guards (FBC) I tNOTES. ��N��A� I�®���� � � � � NOTES 1601,1,1,1 Handrails shah be designed It shall be the rPs onsibilit of the plumbing contractor to CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES and constructed for p y p g 1601.1,1 RAILINGS (2004 BBC) iw Contractor, subcontractors, material suppliers, etc, shall make concentrated load of 200 lb. produce an operational system in accordance with these * CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL 1601,7.1 Handrail Des1 n and Construction >' s g themselves familiar with the contract documents and shall verify g applied at any point g drawings. FTG, W/ TRUS5 MANUF, 1601.1.1 !-Handrails shall be desf ned and ccnstructF d for k ; E all dimensions, conditions at Jobsits, plans, specifications, etc, as in any direction along the top, - _ * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES pp y point applicable and report an discrepancies, errors or omissions to concentrated load of 200 lb, applied at an pp p' y p The plumbing contractor shall guarantee the complete system, AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION in any direction, a the architect prior to any work being performed, otherwise we parts and labor, for one year after first operation, * CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR OBL, TOP PL. W/ SIMPSON SP4 1601.1.1 Handrana located other than within dwellrn units shall assume no responsibility for any errors and the contractor, CLIPS m EA, STUD E WOOD GAP also be designed and constructed for a l 4 LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR load of ao plf subcontractor, material supplier, etc, shall assume full responsibility Installation and materials shall be in accordance with the Standard EASEMENTS ARE ENCROACHED applied In any direction, for errors and/or delays and correct them at their own ex pence y p Plumbing Code and all local codes, * REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE 50LID RAILING W/ 1/2 GYP. Changes, revisions, or alterations not made by this office in writing PROCEEDING W/ WORK BD, ON 2x4 STUDS e 16" O,C, WOOD RAILING W/ 'J v m o 6 only, will fully, unconditionally and totally release the architect, its Plumbing contractor shall verify location, elevation, and size of * DUROCK SHALL BE USED IN ALL DAMP LOCATIONS S IN PICKETS >9 5" O,C, OR HAVING LESS N �" employees, consultants and design professions, from any and all - 3 > O T = 1 - existin mains before installation is started, ALL SECOND FLOOR WALL AND FLOOR TILE AREAS �9 O '� R' ° �n responsibility, g - THAN 4 CLEAR SPACE BETWEEN PICKETS, N d) to `s m o N * PROVIDE PLUMBING ACCESS PANELS TO AL_ SLIP JOINT "t a N 'a d - \.; -0 o BOT. PL, W/ SIMPSON SP4 m PER R312,2 `k vh O «. rn m , 0) 0- , Provide vacuum breakers on all hose bibbs and faucets with CONNECTIONS VERIFY DESIGN W/ OWNER, <k` Z z X s z o The architect has not been retained for the supervision or the * TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS CLIPS EA, STUD d, 3/8"x3" LAG � 13 I �a L o T q administration of the execution of the work of this project. hose end connections, _ p J * ALL BATH ROOM WALLS SHALL BE INSULATEp SCREWS 16 O,C, Ir m Fixtures shall be protected against water hammer with air chambers ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY 1" x 6" OAK BASE PLATE 4 _._. � tJ �' U � � U Each contractor shall be responsible for construction means, 1" x 6" OAK 5,45E PLATE 8 TRIM Q 3 ® � " as required by code, SHALL BE PRESSURE TREATED methods, techniques, sequences, and procedures for safety lib" F,F, 00 ;E -4 $ 0 v 3 * ALL FRAMING (WALLS 4 ROOF) LUMBER TO HF= iFIR Fb TRIM 11'O" F,F, - `.< ; <? precautions and shall comply with the requirements of O,S,H,A, Provide shutoff valves in the potable water supply and each 1000 MIN, all applicable building codes and all governmental �„ agencieshaving Jurisdiction, piece of a ui ment, -'�_ _ v Conc. slab. See structural Each contractor shall make all arrangements for, obtain and payINS Insulate condensate lines. Gorc, slab, See structural plans by others, �,.� plans by others`, portion of the work, co es s e coppertype for permits, tests, inspections, and approvals required for his All hot and cold water lines b t e '°L" for under- ®®� B CK CC�IHIOR"" yp ground and type M for above ground installation w/ silver g,4„ B H 5/8" GYP. BD. CLG.--® _ _ 9'4" soldered ,joint. . GARAGE DOOR ATTATGHMENT 5/8" GYP. BD. CLC-;, ��—I All work shall be guaranteed for a period of at least one year from the date of acceptance, 2 x 6 F,L U/OOD BUCK TO CONC, 1' HIGH DOOR: 4- 3/8"x5" HILTI KWIK BOLT II, Stucco shall be two coats approximately 5/8 thick applied to (2 I/2" EMBED.) OR "RED-HEADS" ll " HNITO lY, �r.�1�LI� _rr Y i✓ �+fi"d s' F%4 R „',�`8 +4 'Nr4 B.M` "H masonry, 3/4 thick applied to metal lath, Lath shall be flat 1t fC y�l®Tc SPACED EQUALLY t WITHIN 12 of EA, ND _ i ,,•;»>;,:.:::;:::: {-+t i�t '_ ti t II � i1� w Al� aa�' W ® 0 lla expJ ETAM anded diamond mesh galvanized, paper backed, weighing v 3/4 =1 O � � � -- RAMING D S' HIGH DOOR: 5- 3/8" x 5" HILTI KWIK BOLT II, r R � wr��� see $ grog" „� � /< 01=''�++ 4IS not less than 3,4 pounds per sq, yard, # ��,it �� " M, It shall be the responsibility of the A/C contractor to produce C2 1/2" EMBED.) OR RED-HEADS ° Fs *,'�,�* ,1 S M SPACED EQUALLY 8 W17HIN 12" OF EA, 1 ND Glass shall be float, tinted with shadin coefficient of .11 cat,ll, an operational system in accordance with these drawings, g j t , a M „ g TR,4CK BRACKET5 TO P,T BUCK i= E M R 3/6 tempered for operable glass doors. Tempered glass shall comply with ANSI-Z 911 Call glass at showers/tubs to be tempered). The A/C contractor shall furnish installation deaails and schematics 7' HIGH DOOR: 5 - 3/8" x i 5/a" LAG SCREWS of all equipment to others who connect to the A/C equipment, WiTH WASHER HEADS, SPACED AS REQ'D. Le, Electrical and Plumbing contractor, BY MANUF, AT EA, SIDE, GONT, GRASPABLE HANDRAIL i, M O Caulking using Tremco or eq, silicon-type products shall be 34°' ABv. LEADING EDGE OF 1/2" 4 applied at all Junctions of wall and window and door frames with J 8' HIGH DOOR: 6 - 3/8" x 15/8" LAC SCREWS TREAD W/ PICKETS 5' C,G. H A DDO A11L 70 HAVE MIN_ , � � Ductwork shall be I" thick fiberglass w/ taped joints unless noted WITH WASHER HEADS, SPACED AS REQ'D. _ 2 (MAINTAIN MAX, OF " -= i d■•11 v abuttingwall surfaces to provide a weatherti ht water-resistant /4 _. r p g BY MANUF, AT EA. SIDE. (VERIFY STYLE W/ OWNER), " :� I I/2" Installation. otherwise, IF ADJACENT TO WALL . Cd SLIDING GLASS DOOR ATTACHMENT �S=AGE B/T) � IV Am Cd MAINTAIN A 1 1/2" SPACE B/T ^ .. Provide concaAnsate overflow pans under all units installed above ix3 F,T, UIOOD BUCK /N67,4LLA7-10N (PER R311,5,6.3) 1608.2 RAILINGS �t (PER R311.5.6,3) `t v ceiling, 1/4" TAPCONS e 16" o.C, MAX, e WITHIN �," 11608.2,1 Handrail Design and Construction OF CORNERS OR PER DOOR MANUF, ff ANGHOR TOP RAIL TO WALL 608.2,1.1 Handrails shall be designed and constructed for ve N r ATTACH THRU FRAME AND BUCK INTO ® n STAINLESS STEEL , applied at an point Provide adJ�j~+-able, opposed blade dampers at all diffusers. concentrated load of 200 lb Z pp y BLOCK W/ I I/4 MIN, PENETRATION INTt W/ (2) 3/8 Q in any direction. �! BLOCK WALL LAG SCREWS INTO WALL STUD B 1608.2,1,2 Handrails located other than within dwelling units shall ELECTRICAL NOTES Provide adJt�':.abie extractors or sputters at taps into ducts or _�/-N"-FRAIL TO HAVE MIN, 2x4 P,L U/OOO BUCK TO CONC, Q SEAL, SEE NOTE BELOW, also be designed and constructed for a load of 50 pin Electrical contractor shall comply with the N,E.C, and all where ducts e I range directions, 1 3;A. OF 1 1/4" B MAX, OF applied In any directlon, ® b p y 1/4"x2 3/4" TAPCONS e 12" O.G, t WITHIN applicable codes or authorities having Jurisdiction, 6" OF CORNERS Z 2 (MAINTAIN 1 1/211 I608.2,1,3 Loading conditions in 1608,2.1 and 1(.08,2.1,2 shall not be ® N Airconditionir,r a supplier shall guaranies the complete system, parts SPACE B/T) applied simultaneously, but each shall be appired to DOOR FRAME TO 1x P.T. BUCK: Electrical contractor to coordinate exact locations of all hvac and labor, for .one year after first operation, The compressor shall „ i (PER R31L5•c 3) (2) 3/5" STAINLESS STEEL Fl oduce maximum stress in each of the respective components SILL: 7 - 10 x 1 1/2 PH OP SMS CENTERED r any of the supporting components, •rA equip, d It's loads w/ mech, contractor before roughfng-fn for be guarantee-J for an additional 4 years; parts only after first AT 6" FROM JAMB, 0 — EXPANSION BOLTS INTO '� 0 proper power and wiring control layout and installation, operation, HEADERS: 8 - 1/4" x 1 1/2" LAC 5CREW5 ® N S NOSING TREAD GONG, BEAM U � CENTERED AT 6' FROM JAMB, JAMBS: 5 - 1/4" x 1 1/2" LAC SCREWS CENTERED SEAL RAILING BASE ;p ALUM RAILING W/ f-'iCKrET;� All outlets, switches and light fixture locations to be verified Install filters at RAG's, Provide easy access to filters• AT 6" FRCM HEAD AND SILL. 8 SCREWS W/ "VULKEM' POLY- `'t 5" O,G. MAX, VERIFY DESIGN �1 by owner on walk-thru with electrical contractor, SWINCs DOOR ATTACHMENT URETHANE SEALANT OR EQ, W/ OWNER, Refer to energyu calculations for A/C nft SEER requirements, - 2x4 F.T WOOD BUCK TO CONC, 'r� llu Ix WOOD Electrical contractor to sleeve drive and walkways as required E RiSER for landscape lighting, HILTI PINS DS ,1T7" DIA, WITH 1 1/4" PENETRATION AT 12" O.G. MAX, OR 1/4"x2 3/4" ly Electrical contractor to provide power as required by pool TAP-CON SCREWS AT 12" O,C, MAX, 4 WITHIN6" OF CORNERS contractor for all pool equipment, UCTE: DOOR BUCKS MUST BE lU/DER THAN THE DOOR 44MB5 PER R-613,6, ----- 2x12 WD, Electrical contractor to p q y g --------------powerrequiredIrrigation _--____------------.o_____-_,__-- contractor, Winders shall have a min. tread Provide PVC sleeve to inside surface of garage wall for depth of 6" at tlls narrow edge phone termination, Service must enter inside of garage for and shall have'a min, depth of security, J III' at a point 12" from the narrow ( U p edge, Provide outlet for security system at owners option, rn All 110 V, 10, 15 and 20A, receptacles Installed outdoors and in ( 3 ) 2" X 12" WE). STRINGER5 EK'AMR13R. RAMaN" D"91AM 9( �� bathrooms shall have ground fault Circuit interrupter. D 'TAHR DI"TAHL Unless otherwise noted, minimum size wire shall be 12 "AWG . MRHOR 'a" excluding control wiring, 2" X b" P.T WdOD BUCK ANCHOR -O WALL FOR I /2" = �'-o" HIGH DOPR W/ 4 - 3/� x ' CONC 41,A D-FASTENERS OR ATTACHME� Smoke detectors to be powered by house electric service w/ HILTI KWIK $Ol-T II 01� REC-(FADS EG, ���� � f�����,� I battery back-up. Visible "Power on" indicator and a test button. i SPACED AND WITH-IN 12" OF EA, END t�6Jnl���y vi i lF ) i .,/ Verify all conductors and breakers w/ egiup. manuf, specs. (5 BOLTS FOR a'O" HIGH DOORS) All elect, switches shall be 4a" a.f.f, unless otherwise noted. _ J� 'rc n All receptacles shall be 12" a,f,f, unless otherwise noted, ARAGz DOOM: ANCHOR DETAIL ' Pressure treated full Hen th stud +; g n Closet lighting shall be min, IS" clear from edge of shelves, against S" x 16" column block, With precut stud adjacent. Attach both 3/4 PLYWD. ON 2 x 4 + a, JOISTS e 16" O,c. studs to poured column block with 1/2" x 1" HIlti Kw1k Bolts, or equal, at 24" o,c„ Use Palm Beach County 5/8"' s7-UCCo - ° 3" x 3" x 1/4" steel washers at each SEE PLANS FOR `) - - - -- - - - ' bolt, ANY TRIM OR J6 ", POUR D C CPOURED CONCRETE BANDING TIE-BEAM - SEE PLANS � M Hold frame wall 1/;2" inside column (2) 2 x 8 HDRS, blocks s0 that I/2" ATTACH WINDOW TO BUCK O O 0 48" °c a cdx sheathing _ y , THROUGH FIN (SCREWS PER ALIGN 2x6 P.T. BUCK W/ butts to block, MANUF, SPECS) COVER EDGE OF BLK. WALL a W/ STUCCO 8 CAULK JOINTS - '' FINISH W/ 3/4 P.T, FUR t� STRIPS Q 112" DRYWALL SCREW JACKS Ct 48" O,C, SECTION VIEW \, Q m CONTINOUS BEAD OF HIGH 2x6 P,T, WOOD BUCK QUALITY ADHESIVE CAULK ANCHORED TO CONC, BEAM, , BEHIND FIN OR FLANGE 4 SILL i WALLS W/ 1/4"x3" CONNECTION BETWEEN tAPCONS (STAGGER) W/ 1" DIA r o ! WASHERS. SPACE m 8" O.C, a + WIN, FRAME STUCCO. WITHIN 3" OF v CORNERS.o = Provide 2 *5 bars hooked from footer DATE : 10/26/12 to tie beam, If "U" block t e beam is yp ALUMINUM WINDOW ! used hook one *5 into each course, ; DRAWN BY outer bar to top course, inner bar to CHECKED : Mc i bottom course. . _ WOOD SILL W/ SKIRT TRIM < REVISIONS y 2 x 12 GONT, BOT. PLATE MIND -� - VERIFY DE51GN W/ OWNER y +, i OR EXIST, CONC, PORCH Hardf-plank lap aiding on TYVEK vapor barrier it °DECK a - on cone, block wall, Attach siding to block wall ' o W/ 1" (,099 shank) case hardened Halls at 16" o,c, 6" MIN, POURED CONC. SILL ! r; (�} �'a �- a"�L W/ 2 s5 BARS W/ 8" HOOK adhesive will be applied to the head of ea, nail ' 5/8" STUCCO - BARS INTO FILLED CELLED ' EYOND f7YP. ALL prior to the Installation of the siding panel abv. 1 '+ WINDOWS)Verify with Hardl specs. SEE PLANS FOR , WALL B •= ANY TRIM OR a ® ® BANDINCaHAL\.RDH- K ANCHOR DETAIL o a'ti• � s' .• �• i , i. CONCRETE RE DECA, MO O DETAIL 11299d_ l 5I099 FRAME TO BLOCK ANCHORAGE 3/4° TAM C=== 9 00 i 2" VTR ^ \v 6 , 1F- �k• Q ELECTRICAL SYMBOL ` iI i tl # 2 VEG.SINK (Auto (3) 2/C CU Ih H FLORIDA Can Light THHN/rHWN 4 (1) Rg�11 VENT) 02 gr. in tt��+,,D v v kv v, ING '2" VTR VP k : Can Light VP 200A Disconnects as required 16 BU CODE panel U U m 0 U 2" SINK W/ I O Disconnect E8G Meter Can N 0 ? O O DISP. 4 D 0 0 (AUTO VENT) Fan i Li ® u�i " ' to N Q) Light w Q N Q 4 = t Flood Light a �•'\�v���`\ 2 VTR W � � z zL � mm � zp To House Service _ �� LAV �}0� "' s 0 f a " I Floor outlet p'0' iv\\yak\k a ° a OU 2" W.M. 2 i WO g Q m m 9 3 , (2) 250 MGM a (1) 3/0 IN 2 1/2" U 4 m m 4 hk 3" W.C. „ i C OR AS PER Grade 2" VTR 3 I Garage Door Opener GFI FPL .:`` Opener ` ' • Under Around TO APPROVED GROUND »:> „ I From FP4L 2008 NEC 210.12 (5) 2 SHWR. 2 L,Ay tK (SEE NOTE BELOW) Arc-Fault Cfrcuft-Interrupter Protection. ' METER 311 W.C. = Dwelling Units. All 120-volt, single phase, 15- and 20-ampere ,.' branch circuits supplying outlets Installed In dwelling unit in a famil rooms, dining rooms, living rooms, parlors, libraries, dens, <><>k':><z Panel P"nel ELECTRICAL RISER no scales y g g p , I � sun rooms, recreation rooms, closets, hallways, or similar rooms or I I areas shall be protected b a listed arc-f r Au t circuit Interrupter, LAV Ar 2p0g NEC 250.52 Grounding Electrodes. combination t e installed to provide protection i SMOKE and CO DET. Concrete-Encased Electrode. An electrode encased by at least 2 in, of concrete, yp p p tection of the branch SMOKE< I co DEr, located Horizontally near the bottom or vertically, and within that portion of a � foundation or footing that is in direct contact with the earth, consisting ' cable tv outlet concrete 2 LAY ® of at least 20 Ft, of one or more bare or zinc galvanized or other electrically 2008 NEC 406.11 conductive coated steel reinforcing bars or rods of not less than V2 in, in diameter. 411 Reinforcing bars shall be permitted to be bonded together by the usual steel tie Tamper-resistant receptacles in are required In dwelling units In M 2 TUB 2 VTR wires or ether effective means. Where multiple concrete-encase ., i d electrodes are all areas as specified in 2008 NEC 210,52, all 125-volt, 15- and present at a building or structure, It shall be permissible to bond only one Into the 20-ampere receptacles. t 2" SHWR, telling fan -groundind electrode system, N V i � � a 3" W.G. I �� I o � N 3 PANEL DIAGRAM / LOAD SCHEDULE 1 fluorescent closet GIRG. DESCRIPTION POLE 5RKR WIRE LOAD 100 CIRC. I DESCRIPTION POLE BRKR WIRE LOAD 10056 �T 2" L t '2" VTR 2-4 AGCU -1 2 40 10 N/G 1-3 AHU -1 2 60 6 10.0 YES 1�1 •: I 2" VTR i 6 GEN. LIGHTING / FANS 1 15 14 NO 5-1 RANGE 2 50 8 8.0 NO ` I� 2" W M g (o i light g -11 AHU -2 2 t000 10.0 YES 4 I i 10 13-15 ACLU 02 2 40 10 N/G V1 � NM/� I4 W I/ i 3 i outlet 12 3317 &.F. x 3 WATTS = 10.0 1� DISP, / DISHWASHER 2 20 12 2.5 NO 1 14-16 DRYf�R 2 50 8 8.0 No 1 9 WASHER 2 20 12 2.5 NO N I ' outlet 220v 1,5 SMALL APPLIANCE 1 20 12 1,5 O eq ^ a I , 1S WATER HEATER I 20 12 NO 21 • N i 20 WATER HEATER 1 20 '12 NO 23 REFRIGERATOR 1 20 12 1.5 N O „ I outlet ft �{�, [�] I 2" LAY 2 SHWR• 2 LAY g tW-' 1 20 12 1,5 NO 25 0 ^ t 22 SMAI L APPLIANCE GEN. LIGHTING FANS I 15 14 NO I 311 W.G. wPiGFi 24 epRiNKLER PUMP 2 20 12 2,5 NO 21 �■1/ v 411 outlet wp-gff 26 SPRINKLER PUMP 2 20 12 2e rl.i 3° W.C. O AFCI 28 WE_L PUMP 2 20 12 2.5 NO 31 v 0 smoke afcl co det 30 WELL PUMP 2 20 12 33 W al CO DET, O Q 32 GEN. LIGHTING / FANS I 15 14 NO 35 2' SHWR. "' switch $ 34 31 0 36 39 4" I- switch 3 way � 38 40 SPAPE • 4- telephone Q wall light exterior TOTAL KW LESS 100% LOAD KW 26.0 TOTAL KW LESS 1009. LOAD KW 16.0 • wall light Interior Q AIR HANDLER 's' 10050 20,000 FIRST 10 KW 9 1009 10,000 PANEL 200 AMP, fluorescent light 2 x 4 REMAINDER e 40% 12,800 TOTAL 42,800 -i- 240 PROVIDE I18.3 PLUMS PG R I SER D I AGRAM 4 TO SANITARY RISER m VENT TO REAR OF STRUCTURE 4" C.O. w CONTRACTOR TO VERIFY ALL PIPE SIZES-PER CODE To '5wftck-1kbove METER hoes blbb t — -------------- --------------- Pane 80 GAL. WH W/ RECIRC. PUMP 4 TIMER ' IOt 00 1 J t / -�--------� t I I I t I I �.. t��elz rLT. , X_ I ♦ u_ t \ _' _ _ IN 12" AFF /'12" AFF en �sMOKE II % LL ' \�___.� ' -----;------------ - l' 84" AF 4 - �CO DE. II / ( \ / Isc f9C ♦ WP,CsFI , rx ELEVATOR ♦ DATE 10/26/12 \ ` \ ♦ 1 I � ♦ , , DRAWN BY ps me — I II - \ CHECKED MG 1 ' 0 0 j , REVISIONS 00M I - U 3 l2" AFF ___l ' I 05/29/13 PER B.D. - Q -- --`--------------------- / ---------- T77T7 -—---------- _ hose 1bb VTR _ �o Landscape Ckt, p RHC 00 0 909V ST Ol T 114 ` vv kk �\ hv3 MMCME `vYi i z IMPIMPAELa-M go - lu -s m - --------------+--+ c� c0 - 0 L LT-4 _i-------------------� ----------'EI 1 I I I I 1 O,y tJ.f I I V4 Fr----------+ II � 1 1v c 0 z 0 SCONCES 1 1 1 -�- I DBL. ` I 1 A OTYPS l2 / r I I O O L 0 ® m 0 is 1 i I "12 AFF - TYP. i I I� + 1 y � I I �� c0 N �n t = � � s C Q COOfP W/ VTR � O I I I I I 1 I OV.D A� m s Q m U � I ' �\ `\ I I I / I I � I I I I I I I I I 1 I O 1 _ ::;�;�:.�rx@3,•x4: I f----71 I I 1 R I ' - VTR MI o,.>:�.::,..., ' - 60 AFF0 1 1 >.'.?:<.>'s:;;:z i-----------------C/L 011 11TAZL------- '1 \ I 1 --------------- u. .1 I I I I I I I I , ♦ , , S ` � I I I I 1 1 I I I I I `� I I I � ' " > �' ' Q Q I I I I I '- '--------------'-------- 1--------------- ----�- -� - ----------- ------ XX <:I...... ::. ------------------------- To Swittn-h Bel W'1 REF 41 -------- --- ---� ----- --- cp I , I m I I I I ---------T------------ - ------------ --------- 1 � `. __� 1 . I u 1 I I I 1-------------------- ------------ i-------------- 1 i --� �__` �,, i i \ AFCI I — — — I i >:::<i ::;t:z::<:<:: EM' A X C� I i"V l' � � I 1 i I I 1„ti •• _ 'UP, ` I I I I I ' \{- -- \ ..,. \ I I \ I \ I I \ I I .. E.. , / I AFCI I I I I I :'i#`yii`%'i`;`i`:: To Under Cabfnet Lights, I �CO DET. I 1 1 ' --------------- '- ------------------------- - --- - - ----- II II --� 111 ELECTRICAL SI—YM-B—OL r-i-------- ---- 1 ,t______ ________ 2' Under Cabinet Lights---------- � //--------- - ------------- ------v i VZ--------- FGI DO 111a - Attic Light ____ ____ -------------- 1 NNM�M/V IDM �0F1�y1I( ' 1 1 � •pO Can Light ELEVATOR / 1 I Can Light VP TTYP T/, eI�1Fy Disconnect Pq fec N b 1-,-I• /f 1 1 I / / 1 I I 1 1 O �1 / /I !r -------- � r� 'i I - 1 i i i / � S IIONCES i iR� 1 ---�------- 1 , I I 1 1 I I I I -----------------------------+--i �Oyy ; ---''�------------- 1 1 1 2 AFIF , , 1 1 1 1 I I 1 , , Fan Light ® O w N rn -----------------------------i- Floor Outlet F,O. 0 rA Light VLOJ U 1/ cable tv outlet © ® E -9c RD TRHC O Q 9 4 o telling fan fluorescent closet fluorescent light 1 x 4 1 Ifght } outlet m C outlet 220v Ll jo Switch Above � rt /---Tc Switch Blow outlet gff 1 outlet split 1 9 1 I I � t — — — — — OUtlet wp-gff w(PJuI,i(hn�F -t----------------- L I �♦ 1 _�_►_ _ _ t 0 0 9 / ( `LJ� SCONCES T2° I --- L.T. r AFCI AFF TYP. I 1 _j smoke afcl cc det 1 {Jf m o CO DET. yH71"yyp smoke detector AFCI AFCI I I 1 3 I I 1 , \ , 1 / 1 BAL ONY 1AS`�>°,t Ia switch !��\V I ------ ----- ---, ----- ------, --------- ---- ' /- l� A 1 I �/ I 1 �r - " 'Q � � t r I switch 3 way - ' I I I d / 1 ---------------------- ------------, I i 11 telephone y ---------------------- - -- El. wall light interior i I i I l i I �V�LAa I 1 \ \ 1 ( I I I 1 1 1 TT - - - - - ���' P _ DIN i — — —® — I I — — — — — -.a — l 1 1 I I I 1 I I - r__-_r__J__ I - ♦ I I4 :NbTE: I I --------------------------------- ---- ----, AFCI I 3 iI/E` IF1' LOCATION bF - - I I , ; �co DEt. FLOOR OUTLETS I I 1 I IOWNER. 1 1 / 1 I I /-� ' ' I 1 I I I ----- -- r ----------Ti I' --- ------� I I , I I I I a o \ I I [� ---- 11A- ------------- AFCI , , 1 1 ttl 1 1 1 CO DET. ---- ------' ' I / -- ELEVATOR DATE 10/26/12 DRAWN BY : pia me 1 1 I 1 I I I I I I \ 1 1 - _ ---i- EXTERIOR LIGHTING: C�cI�D Mc I I / I I ��_--�, 1 L- ---- -J L--�-- ---J -1- ---------------- -I ----i I + 1 i---- i i ______________ +__, ALL EXTERIOR LICxI-ETINCx TO TO GOMPLI' REVISION 4 WITH SITE ENGINEERING LIGHTING PLAN I 05/29/13 PER B.D. --------------------- (PAGE C4 BY OTHERSI� CfJ D RHC DD 0 0 0 0 9 00 2ND 11 T N R 14 0�6 U U m U Zm a - - O N � N� � is Ow �s D Q9 w 0 (Lf D7m m Lu ' m � m (�/ O • x 8 R` i4 t4.! a,.:`...J , et.:. t-kn.. V !L 1� Q T 3� Z Ii .fm i&Tdr O 1L I\ j O. m O n O V Q Q 3 S m ell r tY �4 1 FASTENERS 1 2' O" 10' O" 2' O" 2' o" 5' 6" 16' 3" 9' 10" M� CONTROL. JOINTS (C.J.) IN SLAB ON GRADE ® 5'-O"f �O O EACH WAY, TYPICAL. v O� :.................. __-____„___,____ iz 4 aa• •� PILE DIMS 11'-2" 11'-2" 11'-2" 9'-0" 8'-4" 10'-10" 8'-4" 4" p n 81-0. " 27'-4" 28'-10" O 24 TYP. C-i c'-1 24 _ _ C-2 � ACP1 � ACP1 � ACP1 S8 � ACP1 ACP1 ACP1 GB-1 S8 ACP1 GB-1 GB-1 ------GB-1 — ---------1 I—' —1 ` F� a ACP1 44. CID, - - - — E. - — — N r 9' O _ _ N I — ---- -- — -� r--- — — — ----- --- — --- — --, 00 M a� r �� � I ., I �� I 4 �� N 27 28' 8 I � O 4 4 GI 6it I 1 O - _ - 25 _2 N S8 4x4 STEEL BOLLARD 1 CP1 I I J. (TYP. I - g � m I - o C.J. (TYP.) I o �.- _ - )"v C.J. (TYP.) I O • rA �4 I 5'-0"t 4" --- • - -- (SEE ARCH'L DWGS. I I a _ J 1 =1 0 00 _ -H rj o 0'0" FIN. FL. 5�_pn I a -0'6 13J16 m n o .. w _ ..... ..._ I .. 5'-0"t -3'0 FIN. FLI I I � ^1 r� I ( I I TYP. ( I ,FIN. F -2'8" FIN. FL. +I TYP. - a. I �� 20 r ~ o � ~ SC-1 v I I LO CONIC.TYPADETAIL ON GRADE S5) ( J. TYP. I I P-1 _. .__. ...._ ._t. ...... _.. _: I 2'-8" ci (3 I I I 0 0-0 OACP18 I 1 I —200 J• . �- — - SLOPE 4" I I i _ tC=4 FIN. L. `� 27 C.J.; C.J. TYP. ImC J (n�•) S8 � � �--- 4" CONC SLAB ON GRADE ACP1 6x6 W1.4 x W1.4 WWF w o m I r GB-2 ! 9,, / IN I I o I 7'-10" I 1'-2' I ON COMPACTEDON 10 MIL TREATED I I <S4 O • O r 24 I I I SC-1 �I SUB-SOIL (TYPICAL) I8 GRADE .4 j 7 I FRANGIBLE NON-LOAD T N ; S8 ml I I - --SLOPE 3" m i BEARING WALL w" 60x6C SLAB N GRADE I � I P-AC 1 I I -CONC. STAIR ON --- sIM. ..� I I SIB of I I, c� I / I I " (SEE TYP DETAIL ON - I I I 4" CONC SLAB ON GRADE I - ON COMPACTED TREATED R SC-1 9�0' N.G.V.D. �I I UP SHT. S5) I �/ 6x6, W1.4 x W1.4 WWF I 25 SUB-SOIL (TYPI AL) 25 P1 (BELOW) ( 1 25 SIM. C-1 2 I ON 10 MIL VAPOR BARRIER — — ON COMPACTED TREATED = I S8 S8 I I SC-1 ACP1 0°I - I I cv FACP1 P1 ,- � ,of FAC , —S8 I SUB SOIL (TYPICAL) I I I I PP B_OW I2'-4° I ---- — — N ACP1 GB- CP1 ACP1 1,-0" , P — --- -- — -- — — — ---- -- I i I _ I L— --- 4" - 1 r-4 I I FRANGIBLE WALL L,_ GB-2 _r ) C J ACP1 I I I ,�, -O'-7" FIN. F w I ——-- KW — �'1 — a j C.J. L C.J. _ r / 1 2 t3 — —, �— co 2� -- r ( _ —�- ( — a GB 1 GB-1 00 C-2 8'rN 13 0to " __, 8 f"�� I I ;' M ; I 1 1', o o" SLOPE 1_ I I, I_ 24 _ = I I I m I m I (-1'-0") FIN. FL.I I I S8 �I� s ACP1 I I m - c� in� _ _ �+ 1' 8 SIDEW Nc i AIL w _ r in �0 0 L_-- — _J L_J I L _� — — � N_ SITE PI I o - I SEE m A P1 10' 8"� 8" m _... -- — - % r 1 1' 2 FIN. �L -CIA .................. — T.E. i COL. _ PILE _ _ 1 ..., w C-1 4" C 1 4" T.E. C-4 — — --- -- — .1° 1" FIN. FL. � -- T --- ---�-�— - — — ------ ---- -------- ---- ----- --- �' 0- —r T MC_ 1 �I cn — ——— r ...................... CP1 .....:.................�4 GB 1 ...............-....... ................................ GB 1 '................................ GB-1 � GB-1 ' of SIM. C-3 - JI PILE DIMS 4" 12-11 '-1" 4" ACP1 4" ACP1 11'-3" 11'-1" ACP1 10-10 8-4 4" PILE DIMS S8 = ... ... ............................................... 0 COORD. T.O. EL- V. PIT J S8 W/ ELEV. MF . - .. _ �.._.. CL - __,____. „_______ _______�_._._„ ____ ,. _ ___,____,,,__,__,__, . W 4" CONC SLAB ON GRADE N 4 CONC SLAB ON GRADE w 6x6, W1.4 x W1.4 WWF �/' w/ 6x6, W1.4 x W1.4 WWF ON 10 MIL VAPOR BARRIER ON 10 MIL V POR BARRIER ON COMPACTED TREATED ON COMPAC ED TREATED SUB-SOIL TYPICAL (TYPICAL) T � S (TYPICAL) SUB-SOIL T ICAL 4' 6 3' 6 3' g ` E ' ; Q ;�'� V 2' 0 5' 6 2' 0 5 6 3 5 5 �' oa. I r UIRU M 3 O' 23' p° 11, 011 8' 2° j 26' 8" 81' 10" ice/ DATUM: �s■a 1 0'-0" = 9.0' NAVD: TOP OF CONIC. SLAB ON GRADE (U.N.C.) 7'-10" = 1.167 NAVD: TOP OF GRADE BEAM (TYP) FOUNDATION PLAN Scale: 1/4"=1'-0" DATE 11/02/12 �1NDATIQN NOTES: DRAWN 16Y : CA 1) ALL MASONRY WALLS THIS LEVEL BELOW SLAB ON GRADE ARE CHECKED Aw TYPE MW-2, TYP. U.N.O. REVISIONS 2) ALL MASONRY WALLS THIS LEVEL ABOVE SLAB ON GRADE ARE 1Q5/1i'/13 CCL MODIFICATIONS TYPE MW-3, TYP. U.N.O. 3) "ACP1" = 16"0 AUGER CAST PILE WITH 15'-0" LONG REINFORCING CAGE. LENGTH IS UNKNOWN. SEE TYP. REINFORCING DETAIL ON SHEET S4 AND SECTIONS. Alen Wieder ;.r y [ paler 9nc. 4 r C� STRUCTURAL ENGINEER 11718 SE FEDERAL HW Lk Feow 772 #37a ( ) 546-5823 unRi7 cnimin Fi v;ar,-, PAY- (777) Zdr,-17_�A 'fig�I Vvp "PAS �`g P 8" C.I.P. CONC. CURB (T.O. CURB = 23'-0"), � SEE SECTIONS. 81 10 � S7 m 62' 6" �' O++ u 13' 4" _ Lj PRIE-ENGINEERED WOOD 1+ 4+' 12 OIK" 31211 101811 22' 4" 91 2" 11 I1" 5' 3" 4' 10" 1' 2'+ !IJSSES ® 2.4" O.C. 28 12 11 8 - S8 C-1 MC-1 2 1 O 2 S7 S7 S6 (BELOW) (BELOW) (BELOW) v U o u B.C. OPENING � A � ^ zip B-5 (22'-1") TB-1 (22'-6") f'1-{22'-10"�--.-� TB-1 (22'-6") TB-1 (22'-6") --_ - N Lu B-9 (21'-8") r U q d L `° � o �=' FMT.O. OPENING II oq N s 9 - - - -- - - , i I [- L(33'-8")�I I I r j r O L-, I 1�> ® f- o s o o r. „ MC-2 UP TO EL. 27'-0" I �': I I $'-4' i 21'-6' 17 8 , I_ in (Y o ik 0 � "r NI 14 >- u (X > c � � � u MC-2 (BELOW) ;'•: 121011 _ MC-1 UP� Q 4 4 ��-- f..,•, I I I I S7 m ( I MC-1 (BELOW) ® Y_ -q N 2 @� w - m �_ 22'-10 1/2" F.F. i:':' I r O a0 I B-2 (22'-4') o I � � I I I I (2) #5 VERT. ® I F N N I N I h Zi'.'-10" F.F. cV — v ' 9 I r ^ I Y w BEAM 13EARING `� L-- I — — �. •i I I z �• r •'� S6 m I m Q O N m i'. i SC-1 z H I J Z a 0 _ I - +•. , {BELOW) w z I w w ;'::•; LOPE 2" MC-2 UP TO EL.. 27'-0°' I z r�1 Y w I 13 I CLuj rY cn I +. N MC-2 QO 1 1 gZ I S7 � v I p �, mI fS7 - O I 0 z I (BELOW _j z SLOPE 1 1/2" ° w v I w 0 0 a. = p — - - - - - - o °� I O 1 I I - 0 , 23'-4" FIN. FL. p z SC-1 -- — — Jo o `' 23'-0" F.F. N 1 It p (BE_LOW) B-7 (22'-8") _ - I to \ (2) #5 VERT. 0 I cry A Q1 o o ; m N J o I \ I BEAM BEARING B_2 (22'-4")_I 0 - �, _ 04 MC-2 UP TO EL. 27'-0" I 00 \ m NON-LOAD BEARING 3 co o a w I I ,� MC-1 UP - (=I co '::'•; WALL BELOW I J J 0- r. •1 CL O p I 23-4" N. FL. I 17 , L-00 I I 18 MC-1 BELOW) y O I p N w I I S7 -, ® O x _ N �_+ \ SC-1 _ � I �V I SC-1 I TB-1 r � , ml I I MC-1 � � �0 � F+M � f. ., �. (BELOW) (BELOW) I " (22'-6") B-9 (21'-8") _ (BELOW) 71 N I + + ��- 4� I � I — ' A ~-� � I I _ +. + OL M I Ir I � I� S7 r•.+ MC-2 l l" TO EL. 27'-0" �•'•' o I N 1 PRE-ENGINEERED WOOD + MC-2 (E{i LOW) I `'' ' I I �I OPEN TRUSSES @ 2'-4" O.C. s ® N -i I• 18 �; s7 - - P" TB-2 ( •p. 22'-8") TB-1 (22'-6") - B-5 (22'-1") T9-1 (22'-6") rl ly OPP. 5-0" 10'-8 �I 12 HAND 11 8 C_1 G-1 S6 (BELOW) BELOW) ++ „ 1' 41+ S7 12, 0" S7 31211 IS' 10" i9' 4" 4 6 3 6 13' 4" 49' 4" 6' O" 8 ELOOR FRAMING NOTES: 1 ) 2" (MIN.) CONCRETE TOPPING REINFORCED W/ 6x6-W1.4xW1.4 3rd FLOOR FRAMING PLAN WWF CENTERED IN TOPPING. r L?) 4" CONC. TOPPING REINFORCED W/ 6x6-W1.4xW1.4 WWF TOP. i c Scale: 1/4'°=1'-0" ) ALL MASONRY WALLS THIS LEVEL ARE TYPE MW-1 ABOVE SLAB, TYP. U.N.O. CONCEALED FA `ENEW4 �1 ARE PKL AFSP N I Bi 81' 10" _; 51011 11011 o f ell 6l' 2" 1' 4" 11411 2' 10'h° 13' Ih" 0 T" 4' 11" 41 I1" S' b° S' 2" 11' 11" 5' 3" two 29 28. MC-1 C-2 8 C-1 UPS S8 S8 C:- UP (BELOW) 56 C-1 BELOW C-1 (BELOW) 6 (UP) I y - r B.O. OPENING I _v No TB- TB-1 10'-2' �(7'-8") TB-1 10'-2" Oil H1 T.O. OPENING C-2 + ) C-4 r. 8'-4" I 21'-6" 8" ' (BELOW) BELOW �::� i.;.! ( ) rr .{. _ ,..• SLOPE 1" MC-1 4..' MC 2 SC-2 is :i I I -y i (UP) + ', ry - Io z . •'� I --- r i ,1 Ii SLOPE 1" 4" i1171, SC-2s :'i r 11 i s WALL p I Oil Z o 1' O'° i.,..1 6u 10' 8" F.F. �l �,:.:� NON-LOAD BEARIN(, I _ . 1 p r I I SC-1 w I NON-LO BEARINt; I (UP) <� p I 10 -7" F.F. [mil IL I — o ` i J (BELOW) �. ; MC-2 a 0 1 1 a O I — — ce z ' �'4"�+ ' ' WALL OW C-4 z w i i z UP DN w m 4"� O 1 1 1 z ,+ J z 11'-0" FIN. FL. , , J z 1 I 3 (� CL w i i d w -- - - - - - - O p _j F.-� w ----� 4" B-7 (10'-4") 4 SG-1 :� Z I J 0 11. i �Oy o m + '. MC__ id i o �� v " (BELOW) (J d I = •:i 1. . _ I I p CD o ' 10 0 I 1'-2 I --j O iv +. . (UP) _ v L—o — —� Z — H---- — — 3 Z SC-1 UP " no 1 + 0 ^1 ' ' J 0- SC-1 (BELOW) " -= s _ 21'-2" 8 1 •;; O a S6 0 I 9'-0 - �;) f O \ 20 Z z S7 m F •� N00 ,_1 u i i Op N Q •d JO�1 1- " , � 4 j I =J r- Z 11 -0 FIN. FL 1 1. (BELOW) m i I o iv w SLOPE 1" ;,:. i = SC-2 + + co J w I 1 . `t 1 + + \V) MC___I (UP) I 22 C-1 BELO (UP) C-4 1 1 I i 1 21 SP I I SC-1 UP S7 i i (BELOW, 4" , , ® --� I 4 4" ) " TB-1 (10-2") - - - ' S7 SC-1 (BELOW) f SC-1 (BELOW) TB-1 (10'-2 ) O SC-2 + + TB-1 10'-2" — — --- ------- - ----- + UP I I r----------------- --- ------ -----_� - ---------------, - ' _(UP) L- 1 - - +. , r -------- --- --- ---------- ------- -------------1 -- �':; SLOPE 1" 1':.:1 N 1 / 1 N o tt C.::� I ; 1 1_I I d S7 I ® : � I 23 DATE 11/02/12 ' ,.,•, , + I I 1 .1 , �I - DRAWN BY : CA I t• '; 10'-8" F.F. o I b O I ; I I I o C-4 .'+ MC-2 ' '' + N N-ILOAD BEARING 1 1 I I ..I OPEN I ;� I C-3 BEL ° _ }�y II II .(BELOW) r :' (UP) C-2 F_i i 1 WALL BELOW 1 IT CHECKED aw ' (BELOW) i i m: 1 i i m I I m I ~ I I Q A REVISIONS : I m I i r 1 1 1 1_ S5/17/13 CCL MODIFICATIONS — � - - — B-10 + + tY c. - ------r----------r-=-- --- _ 01 — - -- - - - - - - - - AB-1 (10°-4 ) MC-1 - TB-1 (10'-2 ) 8-12 (10'-2") TB-2 (10'-4 ) TB-1 (10'-2 ) `Q C-3 C-3 5'-0" 10' 8" 8" ' a (BELOW) (BELOW) (BELOW) I 6" 1' 4" T' 4" 2' 11" 13, 1" , 3O O„ 4' 6" 3' 6" �✓ O' O C-1 UP C-1 UP 8 23 PRE-ENGINEERED WOOD C-1 (BELOW) C-1 (BELOW) S6 S7 TRUSSES 0 24" O.C. S6 54' Oil 131 2„ 6' O" god FLOOR FRAMING NOTES: /Allen Wi de r� 1) 2" (MIN.) CONCRETE TOPPING REINFORCED W/ 6x6-W1.4xW1.4 PE Znd FLFRAMING LAN WWF CENTERED IN TOPPING. / STRUCTURAL ENGINEER Scale: 1/4"=1 O 2) ALL MASONRY WALLS THIS LEVEL ARE TYPE MW-3 ABOVE SLAB, "' — TYP. U.N.O. 11718 SE FEDERAL HWY #373 `k! (772) 546-5823 NnRF ;f11 IAIn P V K[-i' F PAY. (779) FAr, -�7-�A ESE PLANS HAVE L'r".N RETMED Ih ACCO ME WffH fill FLOMDA BUILDING CODE 4." A36 THREADED ROD PROJECTION U U m O SIMPSON UPLIFT ANCHOR SCHEDULE 0 6 > o Tug) z cvN �/ NO E `3 ANCHOR NAILS FASTENERS LATERAL UPLIFT OO [uwLLi 4 t -6 MARK CAPACITY ACTUAL "' � CAPACITY ACTUAL Z TYPE TO TRUSS TO SUPPORT z z o F1 F2 F1 F2 � MST O t- O- , o O ( ) o DIAMETER (SEE SIMPSON N 7FU `°Lu 0 HETAL 16 (9) 10d x 1 1/2" (5) 10d x 1 1/2" INTO SEAT 415# 1000# 387# 990# 1810# 1280# m UPLIFT ANCHOR SCHEDULE) p p v) U O u BO MGT (22) 10d (1) 5/8.0 A.B. - - - - 3965# 2560# w p d -1 D_:3 s Q) NUT TACK WELDED TO THREADED ROD SIMPSON. UPLIFT ANCHOR BOLT DETAIL N.T.S. W � T Atww � M B s s B '4► O TTNll A A V '� MC-1 (BELOW) IT I I I I I 1 11 1 7 PC 1 1 1 B-1 (36'-8") 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 1 I 1 - ---- ------ - 1 ----- ------ - - - ---- ------- --- iT_.__ _7_.._T___r_______T__ ________rT^,.-•-7 .;----T--------r-------r-------'r-------r-r-------r-------r-- - --7------- ------T. - - r�--:.--�T-------T-------7------- - -- --------F- -- - - -- — - - — — �— 1 r I...'.,• .•.'.'.'.'.I T lm\ — — — — _______ _______i _______t __ I II I. - .•� S6 t t 1 1 � ^�•��• ', 1 1 f 1 � �•�� 1 1 1 � It i r 1 1 r 1 1 t f i A N t I I 2 1 1 1 I',.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 ' I 00 -- I �.:,i I I I I I I I 1 1 I I I .j• ::, (BELOW) W N y I I I I I 1 I I I I I I I I I I I I I ( I 1 1 1 1 1 1 1 1 1 9 I _y � • L� I I y 1 1 1 1 ,..•� 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I � ,�/ -- m I I I 1 1 1 P.:, 1 1 1 1 1 1 1 1 MC-1 1 1 1 I:.:,•1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 1 1 I 1 1 1 I 1 I 1 1 I i—� - 1 -- (BELOW) �"•:� ( I I I I I I ( I ' ( p O, G J ' B-2 38'- 1 6 --�-- -- / ) son = I ( I r. .i 2 2 _ ITw1 17 PRE-ENGINEERED ,.,., NON-LOAD BEARING 1 1 1 l 0 1 1 1 "� 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I vt.•.•I ! r .'I 1 1 1 1 1 1 I i•.,9 _- I I p A _ WOOD TRUSSES 1 1 1 I',•., 1 WALL BELOW 1 1 1 1 1 1 1 1 1 ': � 1 1 1 1 1 0 � ' A � Q1� •.� _ I -- --�-- 0 24"-O.C. _� I I .I I I I rn � o ~ \ 00 5 • L' J I I I ( I I I I I w I I I I I 1 1 1 w N I , 1 1 1 I x I".•.1 S6 m Q I I I I N • 55 00 I I ' "A � m o p U I I p r p I I I I h1 I I p M� I I I � I� I I I I I I I I I ( I ( 1 1 1 1 Z 1 , 1 1 1 I f•:'1 - __ O wUJ 1 1 1 ° 1=•+-j T _ram I I m (® I ( I I ( I I I I I I I I w ® ( B=2 (38'- �1,) -- 6 I, I I 1 1 1 I.',•,1 1 I 1 1 1 1 1 1 I 1 1 1 1 I I ! ry� 1 1 1 1 1 1 1 1 1 I z 1 1 1 1 1 I`I 1 1 1 1 1 1 G.T. I ,--- I'• F- z - -f—I-- -- --� r.'•1 w 1 1 MC-1 I.. I I I ( 1 1 I ( I I MC-1 (BELOW) I I ,_.."I I I I I I I I I I I I I W I I I I I I 1 1 1 I , 1 1 1 0o I 1 1 1 1 ;.•.:� 1 1 1 I 1 1 1 1 1 1 1 1 1 1w 1 1 1 1 1 1 1 1 I 1 1 1 1 � I ,....I (BELOW) H.1 , 1 1 1 I _i 1 1 1 1 1 1 1 I 1 1 1 1 1 1 II 1 1 1 I I I m G.T. -- -------�-- ----,-------------- ------- OPP. I I I __ y I _ 00 I I I 1 1 1 ;•:':., 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ------ ------- --- 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I ' ' BB-1 (36'-8") A S6 HAND 00 II '`• 1 1 1 ,••.'� 1 1 1 1 1 1 1 1 1 1 1 t 1 f 1 1 1 1 1 1 1 I I:-� (� I 1 I 2 I•'•1 1 1 1 r"•.' I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,..., `� MC-1 m -- , JMM (BELOW) B 4, :177-:7-17-7. r--- -------I------- -------- ------- ------- -------- ------- ---F:' 7:- I � r — — — — --------- ------- ---- - ---- - -- - -------- ------- ------I-------t------ / 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 ' B-1 (36'-B") BB-1 (36'-8 ) ' A �-•� 1 1 1 - O O O 2 0 A Ty B f3 2 1 55 S5 ROOF FRAMING PLAN C U Scale: 1/4"=1'-0" � M O E"'I a � DATE 11/02/12 DRAWN BY : CA CHECKED Aw REVISIONS 0 5/17/13 CCL MODIFICATIONS 8/19/13 ELEV MODIFICATIONS Wiedler (!!�nqineerinq, Jnc. STRUCTURAL ENGINEER 11718 HOBEESOUND,AL HWY FL 33455 73 Lie FAX:772) 4 6-5823 (772) 545-3734 Allen Wieder PE#43444 muc-ruRAL NOTES CONTRACTOR NOTE: 1. r.ONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS @ 28 DAYS: 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY-USE". MOISTURE WIND LOAD SCHEDULE BEAM SCHEDULE (p THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND A. FOUNDATIONS 3000 PSI CONTENT MUST BE 19-16 OR LESS. STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION. S -ORCING STIRRUPS SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE SLAB-ON-GRADE 3000 PSI ROOF WIND LOADS WALL WIND LOADS SIZE WxH REINI WORK. WIEDER ENGINEERING, INC. IS NOT RESPONSIBLE FOR THE MEANS AND H. COLUMNS 4000 PSI (SEE NOTE 1) MARK (inches) REMARKS METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. I. BEAMS 4000 PSI 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES #2 GRADE OR APPROVED EQUAL. COMPONENTS BOTT rop INT TIES SPACING F. TIE BEAMS 4000 PSI ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION & ROOF AREA WALL AREA 1 #5 (NDS)(LATEST EDITION). CLADDING BB-1 8 x 16 #5 CMU CODES AND STANDARDS STRUCTURAL SLABS 4000 PSI 1 2 3 4 5 BB-2 8 x 8 - - 1 # G. MASONRY GROUT 2500 PSI 3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA CMU 1. WIND LOADS ARE PER ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND A OTHER STRUCTURES, FOR A 170 MPH ULTIMATE WIND SPEED, EXPOSURE D, .1_0.18 ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. STANDARDS TO A MINIMUM 0.40 PCIF RETENTION WHERE LUMBER IS IN CONT, Cl' PRESSURE (PSF) +30.9 +30.9 +30.9 +53.6 +53.6 TB-1 8 x 14 2 #5 2 #5 0 24" O.C.WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. ALL METAL CONNECTORS IN 6 6 6 INTERNAL PRESSURE COEFFICIENT(ENCLOSED BUILDING),AND RISK CATEGORY IT. SUCTION �K z Q) 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED WITH A (PSF) -49.0 -85.4 -126.2 -58.1 -71.7 -_-I-, , M 6) z 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: 1 SLUMPS SHALL BE 4"MINIMUM AND 6"MAXIMUM. RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED Iz __j TB-2 8 x 16 2 #5 2 #5 #3 0 24" O.C. o 0 > 91 10 Q) -z WITH PRESSURE TREATED LUMBER ARE TO BE HOT-DIPPED GALVANIZED AND TO 2010 SECTION 1606 BY EITHER 0) Q) A. UILDING CODE 2010 EDITION B. MASONRY GROUT SHALL HAVE A SUMP OF 7"MINIMUM AND 9"MAXIMUM 1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH FBq B-1 12 x1 6 3 #5 3 #5 #3 0 6" O.C. C. 4 2 BEING DESIGNED FOR ILI Q) -0 ED CONCRETE(ACI 318-02) C. CONCRETE SHALL HAVE A MINUMUM OF 3 PERCENT AIR ENTRAINMENT. CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE: R IMPACT RESISTANCE OR BEING PROTECTED BY T PROTECTIVE SYSTEMS. GC REQ EM S STRUCTURAL CONCRETE FOR BUILDINGS(ACI 301-05) 1). AL B-2 12 x24 2 #5 2 #5 2 #5 #3 X v L CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. A CLASS RATING PER ASTM B695 NO LESS THAN 55. ALUMINUM NOT TO BE USED I I W C. SPECIFICATION F)WST 2. CORNER DISTANCE, A �.O FEET, 10 S.F. 0 10" O.C. [_ z D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE E. JOBSITE WATER SHALL NOT BE ADDED. DIRECT CONTACT WITH ACQ TREATED LUMBER. T 2_17 A A B-3 8 x 14 2 #5 2 #5 kn STRUCTURES(ACI 315-99) @ 6 0.C. (f t (y E. STRUCTURAL WELDING CODE-REINFORCING STEEL(AWS D1.4-2005) 3. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI 4. PLYWOOD SHEATHING: 0 0 67 8 0 , A. WALL: USE 19/32"APA 32/16 RATFD,EXP.1,PLYWOOD SHEATHING. _13 Z3 Q) F. ISC 13918-2008 WELDING-STUDS FOR ARC STUD WELDING SPECIFICATIONS. B-4 8 x 24 2 #8 2 #8 @ 10" O.C. I,- () S 0 -4 -A Q) F3 p ,, 0 , B. ROOF:USE 19/32"APA 40/20 RATED,EXP.1,PLYWOOD SHEATHING. 0 4 -1 d) 'o OL 3 d) G. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL USE: #3 0 T AMERICAN INSTITUTE OF STEEL CONSTRUCTION - 4. ALL REINFORCING BARS SHALL BE HAVE A MINIMUM LAP LENGTH PER ACI C. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS. B-5 8 x 13 3 #6 3 #6 @ 6" O.C. STEEL FOR BUILDINGS. REQUIREMENTS FOR A TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR 8'- 0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING. STAGGER - (AISC)ASD/9TH EDITION DIAMETERS UNO. LAP ALL WWF A MINIMUM OF 12 INCHES LINO PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG PANEL EDGES AND N B-6 16 x 22 1/2 4 #6 4 #6 2 #5 At3 @ 10" O.C. H. NATIONAL DESIGN SPECIFICATION,WOOD CONSTRUCTION NDS/1997 EDITION. END JOINTS. 1. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY B-7 8 x 12 2 #6 2 #6 2002 EDITIONS). 5. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS (12 UZ #3 @ 5" O.C. rk�'"I."V STRUCTURES(ACI 530,530.1/ASCE 5,6/TMS402,602/ C 'A ,, --I' ,, BAR DIAMETERS PAST THE BEND UNO 5. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS E I A SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS �4 X B-8 12 x 16 3 #5 3 #5 #3 @ 6" 0.C. im!'41 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: DOCUMENTS AND 6. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNO. PLACE FABRIC 2" AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL -9 8 x 16 2 #5 #3 B 2 #5 @ 8" O.C. PROVIDE ALL THE INFORMATION REQUIRED TO CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LIN DO NOT BY THEMSELVES E. USE: A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCU 4�4 BOLSTERS SPACED AT 3-01,O.C. SIMPSON STRONG-TIE CONNECTOR PRODUCTS OR APPROVED EQUAL. TOE NAILING -11 PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL WILL NOT BE PERMITTED. 8-10 8 x 23 2 #6 2 #6 2 #6 #3 @ 10" O.C. MECHANICAL AND CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN 7. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET Pf 3 B-11 8 x 55 2 #5 2 #5 8 #5* #3 @ 24" O.C. *4 PAIRS OF 2 #5 THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. rJ CONSTRUCT THE PROJECT. WOOD TRUSSES B-12 8 x 24 2 #6 _i #6 2 #6 #3 @ 10" O.C. B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR 8. AT CORNERS OF CONCRETE GRADE BEAMS, BEAMS, TIE BEAMS, BOND BEAMS, ETC., =< z *4 ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, PROVIDE: MATCHING HORIZONTAL BARS X 5%0" BENT BAR FOR EACH HORIZONTAL 1. WOOD ROOF TRUSSES ARE TO BE IJFSIGNED FOR THE WOOD FABRICATOR BY 0, B-13 8 x 21 2 #5 2 #5 2 #5 #3 @ 9" 0.C. BAR SCHEDULED AT EACH FACE. PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. 01 DRAINS,REGLETS,ETC. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE SUBMITTED FOR PLAN ELEVATIONO C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR 9. FOR GRADE BEAMS LAP ALL TOP STEEL AT MID-SPAN AND LAP BOTTOM STEEL APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL TRUSS-TO-TRUSS HANGERS AS L1 BF16 2 #5 2 #5 PRECAST LINTEL SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO E* = 0N EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER OVER SUPPORT. REQUIRED TO RESIST GRAVITY AND UPLIFT REACTION. • AB-1 12x14 (MIN) 2 #5 #5 #3 @ 6" 0.C. I ARCHED BEAM IV RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS -,11� *4 REQUIREMENT. 10. GONCRETE LINTELS SHALL BE PRE-ENGINEERED / PRECAST CONRETE BY 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE: NOTES: D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT GASTCRETE OR EQUAL AND NOT LESS THAN EIFE;1 T/1 B UNO "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING OF WOOD 1) BEAM CONCRETE TO HAVE A MINIMUM COMPRESSIV[7. STRENGTH OF 3000 P.S.I. AT 28 DAYS. 04 TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB(1991EDITION). BRACING IN 2) TIE-BEAMS INTENDED TO BE CAST A 1 P;4 AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 11. 1 INTELS TO HAVE 8"MINIMUM BEARING AT EACH END. THE PLANE OF THE WEB MEMBERS: INTO TlE-BEAM. OP MASONRY WALLS. EXTEND AND HOOK WALL REINFORCING �14 A. THE TRUSS FABRICATOR SHALT PROVIDE AND LOCATE CONTINUOUS LATERAL STEEL COLUMN SCHEDULE 4. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO 5 BRACING FOR EACH TRUSS WEE:MEMBER AS REQUIRED. UNLESS BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHEREPRECAST CONCRETE OTHERWISE SHOWN. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MINI. 2" 0 THICK NOMINAL LUMBER).THIS BRACING IS TO BE CONTINUOUS. T.,.- Cj A `FMARK SIZE BASE ANCHOR BOLTS REMARKS THE DESIGN, FABRICATION AND ERECTION OF PRECAST CONCRETE SHALL _t, MATERIALS AND ASSEMBLY TEST AS FOLLOWS: GONFORM TO THE REQUIREMENTS OF ACI 318,12002 AND ACI 3111 LATEST EDITIONS. C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH A. EXTERIOR WINDOWS, SLIDING AND GLASS DOORS SHALL BE TESTED BY AN Z' PRECAST MANUFACTURE TO BE PCI APPROVED. VERTICAL WEB MEMBER CLOSE ST TO BEARING LOCATIONS. FOOTING SCHEDULE '00 APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED SC-1 HSS 4x4xl/4" SEE SECTIONS FOR BASE PLATE & ANCHOR BOLTS WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE 1 0. AGENCY, 2. PRECAST MANUFACTURER SHALL SUBMIT DRAWINGS AND CALCULATIONS WHICH 3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SC-2 HSS 6x3x3/16" CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION MUST BE: SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SPACED AT 8%0"ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. IF SIZE TESTING LABORATORY, EVALUATION ENTITY OR MIAMI-DADE NOTICE OF I (W x L x D) FEINFORCING REMARKS ACCEPTANCE TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF STATE OF FLORIDA. NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM MARK 2X4 @ 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS ANSIIAAMA/NWWDA 101/I.S. 2-97 OR TAS 202 3. PRECAST CONCRETE PLANK SHALL BE DESIGNED TO SUPPORT ALL SUPERIMPOSED PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH (6) #7 'TOP & BOTT. CONT. & GRADE BEAM, B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY GB-1 46" x CONT. x 24" IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED i (DADS INCLUDING PARTITION LOADS. FOR LOCATIONS OF PARTITION, SEE END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE #4 STIRRUPS @ 10" O.C. SEE SECT. 20/S8 DESIGN PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS ARCHITECTURAL DRAWINGS. REPEATED AT 20-FOOT INTERVALS. (4) #7 "TOP & BOTT. CONT. & 5 WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME OR PANEL MEMBER M GB-2 24" x CONT. x 24 #4 STIRRUPS 0 10" O.C. GRADE BEAM 4. IF SHIMS ARE REQUIRED AT PRECAST PLANK BEARING, THEY MUST BE CONTINUOUS 4. DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FRO P4 IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. rOR THE FULL WIDTH OF THE PLANK. POINT SHIMMING IS NOT ACCEPTABLE. TRUSS ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AFTER EACH SPECIFIED LOADING, THERE SHALL BE NO GLASS BREAKAGE, �n PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER AND LOCATIONS WITH TRUSS LAYOUT PRIOR TO ERECTION. 0 5. ORECAST CONCRETE MEMBERS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH DAMAGE,WHICH CAUSES THE DOOR TO BE INOPERABLE. OF 5,000 PSI,LINO 5. TRUSSES SHALL BE MANUFACTURED &DESIGNED IN ACCORDANCE WITH NATIONAL C. SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF I C "I i t ll ��1�,l,� - �� . STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE DESIGN SPECIFICATION(r) FOR WOOD CONSTRUCTION, AF & PA, AND NATIONAL_ O'N C E AVE. M A -OORDINATE WITH OTHER TRADES AND ALL DESGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, DIFFERENCE IN ACCORDANCE WITH ANSUDASMA 108 OR TAS 202 6. vRECAST PLANK MANUFACTURER TO C ;�IETNE Ejl" 11ASONRY WALL SCHEDULE D. CUSTOM(ONE OF A KIND) EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED BY 'ONTRACT DRAWINGS FOR SIZE AND LOCATION OF OPENINGS ON ALL FLOORS AND ANSI(/TPI 1-1995,AND THE LOCAL CODV�:JURISDICTIONS. ROOF.AN APPROVED TESTING LABORATORY OR BE ENGINEERED IN ACCORDANCE 6. DO NOT OVERLOAD TRUSSES WITH B! 0G MAT'LS. WITH ACCEPTED ENGINEERING PRACTICES. PLANK MUST BE PROVIDED BY OR APPROVED IN WRITING BY MARK THICKNESS REINFORCING E. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH 7. ALL OPENINGS IN THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE 'RECAST MANUFACTURER. NO REINFORCING IN HOLLOWCORE PLANK IS TO BE CUT 7. CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE: SUBSTITUTE ANCHORING SYSTEM USED FOR NITHOUT PRIOR APPROVAL OF PRECAST MANUFACTURER. SUPPLIER AND SHALL MEET OR EXi,EED ASTM A653/A653M REQUIREMENTS FOR Mw_1 8" CMU u DESIGN PRESSURE SPECIFIED. STRUCTURAL STEEL. CONCRETE & MASONRY SUBSTRATES NOT SPECIFIED BY THE FENSTRATION MANUFACTUER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS MAzONRY 8. WOOD TRUSS MANUFACUTER TO DE�,IGN BOTTOM CHORDS OF WOOD TRUSSES AT MW-2 8" CMU #5 @11 A 6" O.C. (ALL CELLS GROUTED) COLUMN I PIER SCHEDULE DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. ALL ATTIC AREAS FOR A MINIMUM 30-(*SF MINIMUM LIVE LOAD. MW-3 8" CMU #5 @ 32" 0,5._;-� • 1, AASONRY UNITS SHALL BE ASTM C 90, NORMAL WEIGHT, AND SHALL BE LAID IN A en 2'-0' i-ULL BED OF MORTAR IN RUNNING BOND UNO SPECIALTY ENGINEERED PRODUCTS SHOP DRAWINGS CONT. LATERAL THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER 2. THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS BRACING AS READ SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE -ALCULATED IN ACCORDANCE WITH ASTM C1314. 1. SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS FOLLOWING: 2 1 3, ALL MORTAR SHALL BE TYPE M OR S ONLY, IN ACCORDANCE WITH ASTM A. CONCRETE MIX DESIGNS MASONRY WALL NOTES:- '4, ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO10� THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY SPECIFICATION C270 B. CONCRETE REINFORCING STEEL,TO WELDED WIRE FABRIC. • 10 (t- 61,_ je, ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED C. PRECAST CONCRETE INCLUDING; BUT NOT LIMITED TO HOLLOW CORE PLANKS 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED ,;ROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECIFICATION AND PRECAST LINTELS PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND 4. '476 AND HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI LATERAL REINFORCING @ 16" O.C. HORIZ. EXTEND REINFORCING mc-111 "�C-2" u,F LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS D. CONCRETE MASONRY UNIT SUBhjITTALS AND OTHER MASONRY ACESSORIES. 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY 5. PROVIDE 8" X 8" MASONRY BEAM WITH (1) #5 CONT. AT EVERY WINDOW SILL. AND E. STRUCTURAL STEEL. SHEATHING DIAG BRACING 2. ADJACENT TO ANY EXTERIOR WALL OPENING, PLACE (1) 8%12" CONCRETE COLUMN Y'x24' CIDNCRETE COLUMN ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO LIGHT GAUGE METAL F. PRE-ENGINEERED WOOD TRUSS-r-S. SCHEDULED VERTICAL REINFORCING IN CELL GROUTED SOLID, W/(4) #5 VERTICAL & W/(l3) #6 VERTICAL & INCLUDING, BUT NOT LIMITED TO,SOFFITS,CLADDING,CEILINGS,ETC. BOOK BAR INTO REINFORCED JAMBS AT EDGE OF OPENING. 2. PRE-ENGINEERED ITEMS SHALL br SUBMITTED SIGNED AND SEALED BY A 45" FULL HEIGHT, U.N.O.. #3 TIES @ 8 O.C. TIES 0 8- O.C. 6. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT SPECIALTY ENGINEER REGISTERED I!i THE STATE OF FLORIDA. COMPRESSION WEB 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 2500 REINFORCEMENT 19 GA.) AT 16" ON CENTER VERTICAL. IN ALL MASONRY WALLS. SLOPNG OR v7ERT DIAL BRACING PSI GROUT MIX. FOUNDATION "ROVIDEE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. NAILED TO OPPOSITE SIDE CONT LATERAL BRACE OF WEB TO PREVEr,- _l%7ERAL 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT CEILING MC1,1EMENT - AT 22 10. ACCORDANCE WITH THE REPORT ON SOILS AND FOUNDATION INVESTIGATION .. . . . . PREPARED BY ARDAMAN AND ASSOCIATES (FILE No. 11-5481) DATED JANUARY 6, CONT LATERAL 2012. BRACING LOCATED 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE ON OR NEAR DESIGN LOAD S ap CHEDULE 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO: PANEL POINT A. ASTM SPECIFICATION A 36 FOR MISCELLANEOUS STEEL SHAPES (ANGLES, PER SQ.SEE NOTE 2 BELOW 'ALL LOADS SHOWN ARE IN POUNDS FT.) IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE PLATES, �ETC SOILS ENGINEER PRIOR TO BACKFILLING. L (l. SQUARE --IF RECTANGULAR HSS SHALL CONFORM TO ASTM SPECIFICATION A 3. SLAB ON GRADE ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 500 GRADE: E (FY=46 KSI). (WINDOW & DOOR OPENINGS (WINDOW & DOOR OPENINGS 2500 PSF AND A MINIMUM MODULUS OF SUBGRADE REACTION OF 200 ALL STEE�_TC HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. 7'-0" WIDE AND LARGER( W-15" WIDE AND SMALLER) "C-3" 1). DELETE PAINT ON ALL STEEL TO BE ENCASED IN CONCRETE, Of I C, 8%1 2"xl 2" CONCRETE CO; UMN 16"x16" CONCRETE PIER 4. TOP OF ALL EXTERIOR GRADE BEAMS SHALL BE MINIMUM V-0" BELOW EXTERIOR 2. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS 2" X P.T. BUCK W/ 1/4"0 2" X P.T. BUCK W/ 1/4"0 Q� __j W/(7) #5 VERTICAL W,�/(4) #6 VERTICAL & FINISH GRADE. i)ESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION X 1 1/4" CONC. EMBEDMENT X 1 1/4" CONC. EMBEDMENT < #3 TIES 0 8" O.C. � 3 TIES @ 12" O.C. PROCEDURE"(AWS D1.1),TO PERFORM THE TYPE OF WORK REQUIRED. TAPCON W/ 1"0 WASHER AT TAPCON W/ 1"0 WASHER AT 5. EXCAVATION &BACKFILL: 8"o.c., START 3" FROM CORNERS. 12"o.c., START 3" FROM CORNERS. V-4" _1d A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY 1 ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED 0 < MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, FO PREVENT GALVANIC AND CORROSIVE EFFECTS. COMPONENT 0 ETC. T ft� 04 (A B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR 4. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. (STRUCTURAL WELDING e CODE-!,3TEEL AWS D1.1-2006) TRUSSES & PLYWOOD 8 - - DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. DIAGONALS FORM BOTTOM CHORD • 001 BRACED BAY 0 20 FT OF TIRUSSES 6. CENTERLINE OF FOUNDATIONS: SHALL COINCIDE WITH CENTERLINE OF COLWANS SHEAR CONNECTORS TO BE HEADED STUD TYPE (NELSON OR EQUAL), ASTM A/108, INTERVALS; REPEAT 0 (TYP) ROOFING 15 - - z UNLESS OTHERWISE NOTED ON DRAWINGS. GRADE 1015 OR 1020 COLD FINISHED CARBON STEEL, WITH DIMENSIONS BOTH ENDS MEP 5 5 - "C-4" COMPLYING WITH AISC SPECIFICATIONS. 7. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST 6. STAINLESS STEEL SHALL CONFORM TO THE LATEST AISC CODE. STAINLESS STEEL 1. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE CEILING 5 5 - 8"x16" CONCRETE COLUMN BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE L16'-O" GARAGE DOOR OPENING) (8'-0" GARAGE DOOR OPENINQ� 8- PLANK/6" PLANK W/ TOPPING - 95 - WI(6) #6 VERTICAL & CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES ROD MATERIAL SHALL MEET THE REQUIREMENTS OF ASTM F593 (AISI 304). WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN STAINLESS STEEL WASHERS SHALL MEET ANSI B18.22.1/LATEST EDITION, TYPE A 2" X P.T. BUCK W/ 1/4"0 2" X P.T. BUCK W/ 1/4"0 COMMENTARY AND RECOMMENDATIONS, HIB-91, BRACING IN THE misc. 2 5 - #3 TIES @ 8" -4" PLAIN, REQUIREMENTS. STAINLESS STEEL NUTS SHALL MEET ASTM F594 7 11 WRITING BEFORE PROCEEDING WITH ANY WORK. X 2 1/2" CONC. EMBEDMENT X 2 1/2" CONC. EMBEDMENT PLAN OF THE WEB MEMBERS : _011 CIO en REQUIREMENTS. (STRUCTURAL WELDING CODE-STAINLESS STEEL AWS D1.6-1999) TAPCON W/ 1"0 WASHER @ TAPCON W/ 1"0 WASHER @ FLOORING - 15 15 7 1/ 8. CAST IN PLACE CONCRETE PILES(AUGER PILES). 18"o.c. @ JAMB & HEADER, a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE A. PILES SHALL HAVE A MINIMUM OF 16 DIAMETER AND SHALL PROVIDE A 8"o.c. @ JAMB & 18"o.c. AT CONCRETE - 130 0 .0 16" CONCRETE COLUMN WI(6 #6 VERTICAL CAL & 03 TIES a 8.� O.C.0.C.j II a MINIMUM SAFE BEARING CAPACITY OF 35 TONS, 20 ALLOWABLE TENSION W0()D HEADER, START 3" FROM CORNERS. START 3" FROM CORNERS. CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. CAPACITY AND 2 TON LATERAL CAPACITY. 0 B. FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE GROUND WITH A I C HOLLOW STEM CONTINUOUS FLIGHT AUGER TO THE SPECIFIED TIP ELEVATION BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL 04 INDICATED BELOW. PUMP 4,500 PSI CONCRETE DOWN THE AUGER STEM AND CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY, BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS TOTAL DEAD LOAD 35 125 145 7%1 OUT THE TIP INTO THE CAVITY FORMED, AS THE AUGER IS SLOWLY BRACING IS TO BE CONTINUOUS. 4__ WITHDRAWN. THE AUGER SHALL NOT BE PERMITTED TO ROTATE DURING G.C. TO COORDINATE OPENING DIMENSIONS. TOTAL LIVE LOAD 20 40 100 WITHDRAWAL AND SHALL BE WITHDRAWN IN A STEADY CONTINUOUS MOTION. C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS TOTAL LOAD 245 "MC-1" "MC-2" CONCRETING PUMPING PRESSURE SHALL BE MEASURED AND SHALL BE TYPICAL WOOD BUCK TO CONCRETE REQUIRED, ONE AT EACH VERTICAL WEB MEMBER 12" x 12" MASONRY COLUMN BLOCK 16" x 16" MASONRY COLUMN BLOCK PIER MAINTAINED HIGH ENOUGH AT ALL TIMES TO OFFSET HYDROSTATIC AND CLOSEST TO BEARING LOCATIONS. LATERAL EARTH PRESSURES. CONCRETE VOLUMES SHALL BE MEASURED TO CONNECTION DETAIL W/(4) #5 VERTICAL & W/''(4) #5 VERTICAL & INSURE THAT THE VOLUME OF CONCRETE PLACED IN EACH PILE IS EQUAL TO 2. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS #3 TIES @ 8" O.C. #3 TIES @ 8" O.C. OR GREATER THAT THE CALCULATED VOLUME OF THE HOLE CREATED BY THE LATERAL BRACING SPACED AT 8'-0" 0. C. WITH A DATE 11/02/12 AUGER. IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED OR CEILING ATTACHED TO BOTTOM OF TRUSSES. OR IF NO LOSS OF CONCRETING PRESSURE OCCURS, THE PILE SHALL BE REDRILLED TO LINE BLOCK END W/ CEILING IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL DRAWN BY THE ORIGINAL DEPTH AND REFORMED. AUGER PILES SHALL NOT BE 30# FELT, ONE SIDE. BE MIN. 2 x 4 0 36" O.C. NAILED TO THE 16% AUGER CAST PILE CHECKED INSTALLED WITHIN SIX PILES DIAMETERS CENTER TO CENTER OF A PILE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45° FILLED WITH CONCRETE LESS THAT 24 HOURS OLD. IF THE CONCRETE LEVEL GROUT KEY SOLID TO THE LATERAL BRACES SHALL BE LOCATED, AT EACH END. #4 TIES @ 16" O.C., U.N.O. REVISIONS OF A PILE DROPS,THE PILE SHALL BE REJECTED AND REPLACED. #5 0 32" O.C. (MW-3) FULL HEIGHT, TYP. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING (15-0" LONG CAGE) 5/17/13 CCL MODIFICATIONS C. ALL PILE REINFORCEMENT SHALL HAVE A CONCRETE COVER OF NOT LESS SHOULD BE REPEATED AT 20 FOOT INTERVALS. Z& THAN 2-1/2 INCHES. r (5) #6 VERTICAL D. STEEL REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. KEEP CONCRETE COVER SCHEDULE RECORDS OF EACH INDIVIDUAL PILE INDICATING PILE DEPTH AND QUANTITY J. 3. TOP CHORD BRACING rO OF GROUT OR CONCRETE PUMPED. ALSO INDICATE DEVIATION FROM ILI O El 0 o O 1� a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 2;11 % (1) #6 CENTER, FULL LENGTH OF PILE SPECIFIED LOCATION. k E. RECOMMENDED PLACEMENT TOLERANCE: PLUS OR MINUS 3 INCHES. CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP CONCRETE EXPOSED TO EARTH OR WEATHER: F. CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED 32" 32" DIAPRAGHM ACTION, BRACING IS NOT REQUIRED. PROFESSIONAL ENGINEER TO SUPERVISE AND CERTIFY THAT THE PILE # #6 OR LARGER 2." INSTALLATION WORK COMPLIES WITH THE DESIGN REQUIREMENTS. b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING #5 OR SMALLER 1 1/2 TYPICAL "ACP-1 " PILE REINFORCING" DETAIL- JOINTS @ 40" O.C. JOINTS 0 40" O.C. IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 80 FEET CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: - Scale: 3/4"`=1'-0" CONCRETE (TYP) (TYP) IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT SLABS, WALLS, JOISTS (#11 AND SMALLER) 3/4' 20 FOOT INTERVALS. BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) 1 1/2" Allen Wieder (p CIND LOADS ARE PER E '-'o MINIMUM DESIGN LOADS FOR BUILDINGS AND CO) W OTHER STRUCTURES, ' FOR 1 70 MPH ULTIMATE WIND SPEED, EXPOS URE D' -./_O.18 INTERNAL PRESSURE RE CO C JENT(ENCLOSED BUILDING), ,AND RISK CATEGORY IT. 2. THE PROJECT ECT WAS DES I( )I N ACCORDANCE WITH THE. FLORIDALO E 201 0 EDITION A. F RIDA 13U I LDI NG 1] CONCRETE CI G C RE' ZEM S ED CO CONCRETE FOR COASTAL CONSTRUCTION EXTERIOR CONDITIONS jc. FRANGIBLE WALL REINFORCING DETAIL- WALL & SLABS 2" ecz?p (�!nd tweert- ft Scale: N.T.S. WOOD TRUSS BRACING DETAIL. OTHER MEMBERS 2 1/2" STRUCTURAL EN43INEER 0CS)4 LIC fum 11718 SE FEDERAL HWY #37,; (772) 546-5823 wnPP' Col wn Pi -�1,Lrir, FAY- (779) rAr,_A7AA Ln SEE ARCH'L FOR ROOFING SEE ARCH'L FOR ROOFING EL. VARIES MATERIAL (TYP) MATERIAL (TYP) ci 12 ++ � PRE-ENGINEERED WOOD / PRE-ENGINEERED WOOD ROOF TRUSSES ® 24" O.C. E' ROOF TRUSSES ® 24" O.C. 12 5/8" CDX EXTERIOR PLYWOOD 6 ROOF SHEATHING. (SEE SECTION 5/8" CDX EXTERIOR PLYWOOD ROOF 5/8" CDX EXTERIOR PLYWOOD 1/S5 FOR ATTACHMENT. SHEATHING. ATTACH ZONEQW/ 8d ROOF SHEATHING. (SEE SECTION NAILS 0 6" O.C. IN FIELD & EDGES. 1/S5 FOR ATTACHMENT. PRE—ENGINEERED WOOD ROOF __ Q Z U u � U ATTACH ZONE 20&Q W/ 8d NAILS ® + z z 1 w ++ TRUSSES ® 24" O.C. MAX. 4" O.C. IN FIELD & EDGES. O �� ��00 > O N � U�l �� ` 9 sro m N � ATTACH PLYWOOD TO 2x4 DIAGONAL BRACES AT 0,,. t rn Q - fl ATTACH PLYWOOD TO SUBFACIA W/ 8d NAILS EACH BLOCK. ATTACH EACH o SUBFACIA W/ 8d NAILS ® 4" O.C. END Wj(3) Sd NAILS (TYP) 17c� � tAm va � s NQ ® 4" O.C. / IY l'J �' o ai V U W T 2 tK O � �� O � � Ou SEE PLAN 2x SUBFACIA (SEE ARCH'L SEE O ? - 4 Q 2 .4- PLAN DWGS FOR PROFILE), � T.O. BEAM � 2x4 BLOCK ® 32" O.C. U F Q � � � � � a 3 �� 2x SUBFACIA (SEE ARCH'L T.O. WALL (� ATTACH TIGHT TO TRUSSES DWGS FOR PROFILE), ATTACH TO TRUSSES :` W/(2) 10d NAILS EACH END ATTACH TO TRUSSES SEE ARCH'L DWGS 51MPSON TIE DOWN W/(2) 16d NAILS SEE ARCH'L DWGS. (TYP). W/(2) 16d NAILS $ (SEE PLAN) f SIMPSON FIGAM10 AT EACH SIMPSON TIE DOWN < (B-1) 12"xlEi" CONC. BEAM BLOCK. ATTACH AFTER DEAD • (BB-1) 8"x16 BOND BEAM (SEE PLAN) LOAD HAS BEEN APPLIED. ++ -J EL. VARIES �., T.O. BEAM (MC-1) 12"x'12" CMU ( (' COLUMN BEYOND � .. =1✓ TB-1 RAKED TO FOLLOW PROFILE OF CEILING 8" CMU WALL �k (SEE PLAN & SCHEDULE) H CONTRACTORS OPTION: EXTEND WALL TO 3" BELOW PLYWOOD. ATTACH DOUBLE 2x6 PT TOP PLATE TO TOP M�1 O OF TIE BEAM WITH 1/4"0 TAPCONS ® 12" A , SECYIO'�_ JL EL. 27'-0" O.C. MAX. & ATTACH PLYWOOD Wj 8d v !' t s" ,. O.C. STGGERED. CAN OMIT 'BLOCKING, BRACING &OSI PSON R ^ S5 Scale: 3 4„=1'-O" THESE�5 HAVE KZ14i REVIMNIED 8 CMU NON_LOAD BEARING WALL. CLIP IF OPTION IS CHOSEN. ffH THE(MC-2) 16"x16" CMU cE w HE FLORIDA COLUMN BEYOND t[!1 y Du1 ING CODE, EL. 37'-4" C O T.O. BEAM a ADJACENT SLAB 2 SECTION SEE PLAN 00 1' S5 Scale: 3/4"_ -0" (BB-1) 8"x16 BOND BEAM SEE ARCHITECTURAL � N � <x CMU WALL O N FINISH GRADE (SEE PLAN & SCHEDULE) N ° ,.+ " a � W N � - OR PAVING a . l W.F. 6 x 6 3 SECTION 1' _ W1.4 x W1.4 S5 Scale: 3/4"_ -0" x x �- SLAB CONSTRUCTION 1 3 CLR _2: _ (�1 COMPACTED FILL SE CONTROL JOINT I SEE TYPICAL DETAIL0 #4 ® 12" O.C. 7 1/2" ~ 11 1/2" 2—#5 BOTT 1'-0° EQ EQ Lv_O_ 3 3/4" 1/4" 1 1/2" `L MIN. 1 1 g" 1 1 2" STEEL COLUMN STEEL COLUMN _ - _ ♦ ¢ _ 't L + + TYPICAL CONCRETE STAIR 4" MIN. THREADED 1/4 �' PROJECTION N M 1/4 1/4 ON GRADECL ° - - `° 1/2" PREMOULDED N.T.S. r 3/4"0 A36 0 L \ - L I w THREADED ROC. I °' JOINT FILLER co N o O I O — m 3j4" THICK BASE PLATE 3j4" THICK BASE PLATE w NUT TACK WEb)ED r 3/4" x 12" x 12" - � "F TO BOLT BASE PLATE 4 L (3) 3/4"0 x 6" LONG (3) 3/4"0 x 6" LONG N v I STEEL COLUMN TYPICAL ISOLATION JOINTS I NELSON HEADED STUDS NELSON HEADED STUDS 7 1/2- BASE PLATE "A„ - -- -� - » » N.T.S. ll - __ __�FMJ__ BASE PLATE "A" BASE PLATE ' B BASE PLATE C - , -1 -FILLED CELLS - TYP. ANCHOR BOLT 3 j4"=1'-0„ 3000 PSI (TYPICAL) N.T.S. 3/4"=1'-O" 3/4"=1°-0" SEE ['LAN FOR 1 SLAB DESIGNATION -I 1---- -- - -----'--- _� vi ~ --- — 1 1 o -�-1 _ 1---- ----1- ---- -tl-- - " ADJACENT SLAB 11 T T -T -- Il -4 1/2 x 4 1/2' CUT II MASONRY INSPECT10N OR Fll_L aIIIL L -- - - -IFI --- --- 1� �- & CLEAN-OUT HOLE x _00 1 �- _ ��-III-i�� � 1 r I 1 - 170 cc DOWELS TO z MATCH VERT. CAST IN PLACE REINFORCED � CONCRETE TIE BEAM 12" 1 #5 CONT CAI L PLACE METAL LATH OR WIRE (1) #3 CONT. W/ 6" THICKENED EDGE (T_E TYPICAL MASONRY FILLED CELL DE __ SCREEN OVER CORES NOT TO GROUT SOLID HOOK EACH END (TYP) BE FILLED (SHEET METAL AND W VERT. REBAR w/SAME FELT PROHIBITED) N.T.S. ^ DOWELS IN FOUNDATION. PROVIDE 48 BAR DIA. LAP, 00000 0 ` 0000 0jo SEE PLAN THICKNESS (TYPICAL) SEE PLAN FOR RECESS � 0 MASONRY HORIZ. JOINT REINF @ 16" O.C. SEE PLAN STARTING AT FIRST COURSE ABOVE HOLLOW CORE FOUNDATION. LAP SPLICES 6". USE PLANK SEE PLAN . FOUND T'S AT WALL ORE KEYWAY JOINT DETAIL _x --_% 0 � 0 PREFAB. L'S AND TYP HOLLOWC ° _ INTERSECTIONS Scale: 3/4"=1'-0" 11 I�<<1 I 1- �� a MASONRY ` 1'-0" 3000 PSI GROUT FILLED CELL 0 PLACE AND CONSOLIDATE04 TYPICAL SLAB RECESS PROVIDE PREFAB. "L" 0 0 El I' GROUT IN 5 FT. LIFTS N.T.S. JOINT REINFORCING AT ALL CORNERS BEAM TOP REINF. PROVIDE PREFAB. "T" O MORTAR CROSS 30" JOINT REINFORCING AT WEBS ADJACENT TO BEAM BOTT. REINF. 2" DEEP S) WCUT (OR 1 O x SLOF AB n ALL T-INTERSECTIONS FILLED CELLS THICKNESS) WITHIN 24 HOURS H) I { POUR (DO NOT INTERRUPT MESH) l—J VIEW O __ __ - __ __ DATE 11/02/12 PLAN VIEW PLAN _ _ _ ASTM C.90 � 'IL�111=' IIIIII ���-����� DRAWN BY � cA C.M.U.'S -� - = LEI III=11'- M BY CONCRETE MASONRY � I NCTAORKEQU OR(S OP MESH) REVISIONSCHECKED QW MASONRY ' COLUMN LP -n 2 #4 EACH CONSTRUCTION JOINT CONTROL JOINT 2 8L9/13 ELEV MODIFICAl10NS OFC4 (TOTAL < • p � O O �" °,<�a Elio 0 SET FIRST COURSE IN FULL 1 #5 IN FILLED v_ TYPICAL SLAB- ON - GRADE MORTAR BEDDING CELL-SEE FDN G r PEAKING AT 8 PROVIDE DOVETAIL— CONCRETE I PLAN. TYP. ( NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS N.T.S. EXTEND JOINT REINF. 6" COLUMN N MASONRY WALL INTO CONCRETE COLUMN ANCHOR SYSTEM SHALL CREATE PANELS OF 400 SQ. FEET cn (MAXIMUM) PLAN VIEW PLAN VIEW FOUNDATION - 4 1/2" x 4 1/2" CLEAN (MASONRY LAID t�FTER COLUMN) OUT OPENINGS AT GROUT (MASONRY LAID BEFORE COLUMN) FILLED CELL LOCATIONS. inc. TYPICAL MASONRY DETAILS TYPICAL MASONRY WALL CONSTRUCTION � V g, N.T.S. N.T.S. TYPICAL AR SHED BEAM DETAIL STRUCTURAL ENGINEER N.T.S. (� ! 11718 SE FEDERAL HWY #373 uc Pow (772) 546-5823 ?i HOBE SOUND, FL 33455 FAX: (772) 545-3734 Al 5n Wiedes PE#43444 EXTEND TRUSS TOP CHORD �n 2x4 BLOCK � m Q u 12 5/8" CDX EXTERIOR PLYWOOD ROOF SHEATHING. (SEE SECTION 1/S5 FOR ATTACHMENT. 6 PRE-ENGINEERED WOOD ROOF U U a `0 TRUSSES ® 24" O.C. MAX. Z Q z � U w _s m z 0 oo 5 Q) ATTACH PLYWOOD TO O'4 d) -4 s Q 6 m 1L m � 0 m O Q` GIRDER TRUSS SUBFACIA W/ 8d NAILS W ^� Q) - 0) 0- .. ® 4" O.C. acA ~ O- c o � Q) 't O � 2x4 CONT., ATTACH TO EACH z (K ., . °U N TRUSS W/(2) 10d NAILS U W- O > 22 -0o " o O � c V U O Q Q a ID 4 0 2 Q) _ _ EL. 38'-0" NB-2r- T.O. B-2 PRE-ENGINEERED WOOD ROOF ' .. TRUSSES ® 24" O.C. MAX. EE ARCH'L DWGS. 2x SUBFACIA (SEE ARCH'L DWGS FOR PROFILE), ATTACH SIMPSON TIE DOWN „` TO TRUSSES W/(2) 16d NAILS EL. 36'-8" SIMPSON TIE DOWN — — — — — B-2 12"x24" CONC. BEAM 2 - - - - ( ) (BB-1) 8"x16" — — — — — — — BOND BEAM A B-2 BEYONDEm4 W 01 +� A � 8" CMU WALL • •'�� (SEE PLAN) THESE P� E S'Lr l REVIEWED � w LJ jk EL. _ 2 � a T.O.3 BEAM IN Mul"80-AN WITH 'HE"FLORIDA � O O 1 F B-7 (ARCHED) UI I OCODE V1 Vn py T USED COORDINATE rA S6 Si ale: 3/4"c1'-0" W ARCH L DWGS. r7 •• 5/8" x 7 1/2" x 12" EMBED 1 4 PLATE. KNOCKOUT FACE OF ��11 N .0 HSS 6x2x3/16" IF REQ'D — I WITH FOACESOFLCMULATE FLUSH JD TRUSS TOP CHORD BY WINDOW/DOOR MANUF. G) 20 ;3LOCK00 0 � v � 8" CMU WALL (2) 3/4"0 x 4" LONG NELSON �I N •� 5/8" CDX EXTERIOR PLYWOOD ROOF SHEATHING. (BEYOND) HEADED STUDS. r_1 12 (SEE SECTION 1/S5 FOR ATTACHMENT. 6 PRE-ENGINEERED WOOD ROOF 5 SECTION O H TRUSSES ® 24" O.C. MAX. ff � �� S6 Scale: 3/4 1 -0 MF.IyI � ATTACH PLYWOOD TO TRUSS SUBFACIA W/ 8d NAILS SIMPSON LU24 HAN�'ER ATTACH PLYWOOD TO S6 GIRDER SUBFACIA W/ 8d NAILS ® 4 O.C. (TYP) I�1 \ 2x4 CONT., ATTACH TO EACH ® 4" O.C. 2x SIMPSON TIE DOWN TRUSS W/(2) 10d NAILS ® 24"" 0 O..C. KERS . 2x SUBFACIA (SEE ARCH'L � (SEE PLAN) \ \ 5/8" CDX EXTERIOR PLYWOOD SIMPSON H2.5A DWGS FOR PROFILE), ATTACH \ \\ 2 ROOF SHEATHING. (SEE SECTION (TYP) VARIES TO TRUSSES W/(2) 16d NAILS \ \ 1/S5 FOR ATTACHMENT. PRE-ENGINEERED \ EL. 38'-0" ATTACH PLYWOOD TO LEDGER 8" CMU WALL WOOD ROOF TRUSSES \ gk (IN FOREGROUND) END OF B-2 \ _ _ __ _ _ _ _ _ T.O. B-2 W/ 8d NAILS ® 4" O.C. \ r — — I- i I— 1 SEE ARCH'L DWGS. (SEE PLAN) BEYOND \ r t 2x4 LEDGER, ATTACH TO PLYWOOD CL it, I 2x SUBFACIA (SEE ARCH L GIRDER TRUSS W/ BOTTOM ® W/ 8d NAILS 0 6" O.C. 2" CONIC. TOPPING SLAB a DWGS FOR PROFILE), ATTACH -1 SIMPSON TIE DOWN TO TRUSSES W/(2) 16d NAILS EL. 37'-4" (BEYOND B-2) & VARIES (SEE PLAN) o (SEE PLAN) BEARING ® EL. 38'-8 EL. 36'-8" 8" HOLLOW-CORE PLANK PRE-ENGINEERED WOOD ROOF Hs� (B-2) 12"x24" CONC. BEAM TRUSSES ® 24" O.C. MAX. 5/8" CDX SHEATHING, ALIGN EL. 23'-4" 3/4" RECESS F T.O. BB-1 I "� >': �.< C B-2 BEAM. SIMPSON TIE DOWN OR 11 -0" GIRDER TRUSS IN LINE WITH B-2 —I — —�— — --� — — — —�— — .� = �36 -0 2 ff T.O. SLAB " CAST MONOLITHICALLY BEAM. SEE SECTION 7/S6. (SEE PLAN) AT GIRDER TRUSS, BEARING $ . B.O. B-2 _ EL. 38'-0 T.O. B-2 W/ TOPPING STEPS UP TO EL. 38'-8". B-2 BEYOND BB-1) 8"x16" RUN BB-1 TOP BAR EERED WOOD ROOF BOND BEAM CONTINUOS TFIRU B-2. 2 (B-2) 12"x24" CONC. BEAM ,� TRUSSES ® 24° O.C. MAX. OR RING �' � � BEARING SIMPSON TIE DOWN '`,� SIM TIE DOWN (SEE PLAN) #3 DOWELS ® 32" O.C. �— 1 #4 CONT. GROUT INTO EA. PLANK, 8" CMU WALL (SEE PLAN) EL. 36'-8" (MIN. 1 PER PLANK) (SEE PLAN) i •;I— f T.O. BB-1 � 3„ 3 1/2" �. (TB-1) 8"x14" TIE BEAM ---- ---- ————— ---- BRG. SEE SECTION 2/S5 _ 6 SECTION T B 0. B-2 12" FOR CONTINUATION (BB-1) 8"x16" EL. B-2 6 Scale: 34 =1 -0 BOND BEAM — ————— — -- ----- --- __ Z z (MC-1) 12"x12" 2 8" CMU WALL (SEE PLAN) O COLUMN BLOCK 8" CMU WALL I (SEE PLAN) 1 EL 27-0" .� T.O. MC-2 RUN BB-1 TOP BAR CONTINUOUS THRU B-2. 7 SECTION 8 TYP. HOLLOW CORE PLANK BEARING DETAIL S6 Scale: 3/4"=1'-0" S6 Scale: 3/4"=1'-0" 'Q N w� ' 8" CMU NON-LOAD BEARING MIINI MUM INTO MC-2. (MC-2) 16"x16 30" 8" CMU NON-LOAD BEARING COLUMN BLOCK, WALL (SEE PLAN) WALL (SEC PLAN) � U EL 10'-8' OL ——— T.O. SLAB 2" CONC. TOPPING SLAB MC-2 16"x16" TOPPING SLAB T.O. SLAB 2" CONC. TOPPING SLAB a 2" CONIC. TOPPING SLAB ( ) 3/4" RECESS ( ) (SEE PLAN) 3/4" RECESS ('SEE PLAN)4" STEP #3 "Z" BAR (1) #5 CONT. EL 10'-5' f ® 32 O.C. COLUMN BLOCK (SEE PLAN) �.y — 4" STEP #3 "Z" BAR 8" HOLLOW-CORE PLANK 8" ——— HOLLOW-CORE PLANK EL 22'-9" 032" O.C. 8" HOLLOW-CORE PLANK 8" HOLLOW-CORE PLANK a T.O. H.C. 3" THK. L OL EL 23'-4" T.O. H.C. 3" THK. OIL TOPPING EL 11'-0" TOPPING SLOPES 1 1/2" TOPPING --.x — .% T.O. SLAB —— TOPPING SLOPES 1" x '"-= =. x x — % — % T.O. SLAB EL 10' 7" o EL 22 -10 1 2 _ _ — — — — Sc z -s'.k.. x �x -.t- 'x x K' &" x x °x A 'xk 00 .•x —..Y '% « 00 T.O. SL B T.O. SLABOOOQO - f 0000 o n0000 T.O. BEAM i� • EL 10' 2" T.O. BEAM * o ' O k may, _ ` 0000000000 I 000000000 onn000000rb BT.O. TBC1 DATE : 11/02/12 N 000000000 �-(2) #5 INT. O # INT. N f L 300 6 x 6 LONG DRAWN BY . 2 5 o #3 "Z" BAR EL 22'-1" _ I I 1 f EL 9'-9" _ �. /1 N cA #3 'Z" BAR ® 32" O.C. rn 36" O.C. ATTACH TO °' B.O. .C. �+ • OWCORE W/() 1/4" x CHECKED ° AW 0 32' O.C. �. B.O. H.C. •L EL 9'-0 . EL 21'-4' H '- HOLL #3 "Z" BAR " #3 "Z BAR B.O. BEAM OFFSET ANGLES BY 18 REVISIONS PCONS 4 O.C. • "' (B-6) 8"x24" CONC. BEAM. B.O. BEAM (B-10) 8'x23 CONC. BEAM. , EL 21'-0' BEAM IS PLACED IN TWO POURS. (B-13) 8 x21' TIE BEAM �- �; ® 32" O.C. EL 8'-8" - BEAM IS PLACED IN TWO POURS. ® 32" O.C. A 5/17/13 CCL MODIFICATIONS B.O. BEAM B.O. BEAM �• ' �' (B-4) 8'x24" CONC. BEAM. (B-4) 8%24" CONC. BEAM. (TB-1) 8"x14' TIE BEAM &8/19/13 ELEV MODIFICATIONS L 300/16" x 6" LONG ® 36" O.C. BEAM IS PLACED IN TWO POURS. �--- C-2 CONC. COLUMN BEYOND. —— Imo''• BEAM PLACED IN TWO 8" NON-LOAD BEARING EL 19'-4" � ATTACH TO HOLLOWCORE W/(2) EXTEND VERTICAL BARS TO TOP POURS.. CMU WALL (SEE PLAN) VERIFY W/ ARCH'L DWGS. 1/4"0 x 1 1/4" TAPCONS ® 4" O.C. OF SLAB. EXTEND (2) OUTSIDE (MC-2) 16"x16" FOR OPENING SIZE OFFSET ANGLES BY 18". FACE BARS INTO MC-2 PIER & COLUMN BLOCK ——— LAP MINIMUM 30". PRECAST LINTEL: 8F8 W/(2) #5 CENTERED �• • (BEYOND) 8" NON-LOAD BEARING AT 6'-0" OPENING: 8F12 W/�2) #5 CENTERED CMU WALL (SEE PLAN) OILEL 7'-011t s SECTION 10 SECTION „ „ oeder �i�t i�teerin Jnc- S6S6 Scale: 3/4"=1'-0" Scale: 3/4 =1 -0 �� STRUCTURAL ENGINEER /� 11718 SE FEDERAL HWY #373 uc�' (772) 546-5823 �/ HOBE SOUND, FL 33455 FAX: (772) 545-3734 All n Wieder P E#43444 CONC. TOPPING SLAB SEE SECTION 28/S8 1 #4 CONT. 1 #4 CONT.- CONC. TOPPING SLAB (SC-1) STEEL COLUMN (SEE PLAN). SEE PLAN. (SEE PLAN), SEE PLAN, CAST MONOLITHICALLY & 29/S8 AT STAIRS CAST MONOLITHICALLY CAST MONOLITHICALLY BEYOND & IN FOREGROUND VARIES: VARIES: W/ TOPPING W/ TOPPING W/ TOPPING 0" - 1 1/2" 8" HOLLOW-CORE PLANK 1 #4 CONT. PLATE "B" a� 8„ 0" - 1 1/2" 8" HOLLOW-CORE PLANK 8" (SEE SHT. S5) 4 2 CONC. TOPPING SLAB 2" CONC. TOPPING SLAB 2 CONC. TOPPING SLAB 2" CONC. TOPPING SLAB 2 CONC. TOPPING SLAB - � (BEYOND) (BEYOND)) (BEYOND) 2" CONC. TOPPING SLAB 9 EL. 23'-0" VARIES (SEE PLAN) (SEE PLAN) (SEE PLAN) -1 EL. 23' 0" VARIES 6" HOLLOW-CORE PLANK 6" HOLLOW-CORE PLANK 6" HOLLOW-CORE PLANK T.O. CURB x. — •x. q,x T.O. CURB s. x: �, ° x. T.O. SLAB " T.O. SLAB CAST MONOLITHICALLY (BEYOND) 6" HOLLOW-CORE PLANK (BEYOND) 6 HOLLOW-CORE PLANK (BEYOND) 6" HOLLOW-CORE PLANK CAST MONOLITHICALLY LO W/ TOPPING VARIES EL. 23'-4' - EL. 11'-0" • ., 4 W/ TOPPING VARIES T 0 SLAB T.O. SLAB T 0 SLAB ter- - -- - - --- ----- - - EL 22'-1" EL. 22'-1" - -- - BEARING m `o BEARING I EL. 22'-8" - -� - EL. 22-8 - - I - I I ? tl z 1 4 CONT. 3 DOWELS ® 32' O.C. #3 DOWELS ® 32" O.C. BEARING �I p O � # # 1 #4 CONT. r GROUT INTO EA. PLANK, BEARING � BEARING � � �-• rn� rn F GROUT INTO EA. PLANK, 1 S " pi 'o o E 3 (MIN. 1 PER PLANK) (2) #5 (MIN. 1 PER PLANK) B-7 BEYOND #3 DOWELS ® 32 O.C. #3 DOWELS ® 32' O.C. #3 DOWELS ® 32" O.C. q `� GROUT INTO EA. PLANK, ++ - • I _ GROUT INTO EA. PLANK, O w o EL 21'-0" / " 3" EL. 21 -0" T S' �_ ( ) ;; ( ) ,I GROUT INTO EA. PLANK, �» �, . 3 1 2 MIN. 1 PER PLANK MIN. 1 PER PLANK z B.O. BEAM 12„ B.O. BEAM 8" L ° 3 1 2 I — „ 3 1 2' • ( ) i s m z BRG. L- 12" EL. 21'-8" EL. 21 -8 1i_ • „ MIN. 1 PER PLANK z- x . EL. 9'-4 ��_ I B-5 8"x13° 3 1/2.. B.O. BEAM E12" B.O�C EAM 12" BRG. 3 I� O - p m � o „ u . 3 / 3 3 1 2' " 0 W a w L cp ( ) 4 DOWELS ® 12" OE .C. B.O. BEAM -6 BRG. BRG. (Y � � m � u � »� tK?' #4 DOWELS ® 12" O.C. CONC. BEAM # BRG. PLATE "C" 12" U U L o 1'-4' B-7 BEYOND B-7 BEYOND q -� a ., .. . " #3 STIRRUPS (SEE SHT. S5) O -r Q '� 0-� (B-5) 8 x13" CONC. ® 6 O.C. �_ B-7 8"x12" BEAM REINFORCING COLUMN H BEYOND STEEL ( ) PLATE "B" (B-7) BEAM PLATE "B" (B-7) 8"x12" U 4 m 11 SECTION 12 SECTION FOREGROUND & IN CONC. BEAM (SEE !.-,HT. S5) CONC. BEAM CONC. BEAM (SEE SHT. S5) S7 Scale: 3/4"=1'-0" S7 Scale: 3/4"=1'-0" 1/4 � SC-1 �� 1�_4^ � (SC-1) STEEL COLUMN (SC-1) STEEL COLUMN BEYOND & IN FOREGROUND BEYOND & IN FOREGROUND • 13 SECTION 14 SECTION 15 SECTION S7 Scale: 3/4"=1'-0" S7 Scale: 3/4"=1'-0" S7 Scale: 3/4"=1'-0" z 40 8 CMU WALL 3/4" RECESS Z (SEE PLAN) C 1 #4 CONT. Eno, *N v (SEEOPLAN)OF,PING SLAB o 0 12 5/8" COX EXTERIOR PLYWOOD ROOF SHEATHING. 6" HOLLOW-CORE PLANK 6 (SEE SECTION 1/S5 FOR ATTACHMENT. raj EL. 23-4 1�+ PRE-ENGINEERED WOOD ROOF T.O. SLAB �"• `" T " TRUSSES ® 24" O.C. MAX. 0 � O p 0 0 0 00 THESE PLA RAVE E�Ei, 1 t WENDED EL. 22'-6" PRE-ENGINEERED WOOD ROOF ATTACH PLYWOOD TO °� '` "Py 0 4" O.C. teCOMAN T.O. SLAB TRUSSES ® 24" O.C. MAX. SUBFACIA W/ 8d NAILS h a •• CE WN THE FLORIDA #3 "Z" BAR4. j} pp�� ® 32" O.C. EL. 21'-8" EL. 21'-8" BUILDING CODE, `• T.O. BEAM G� M (TB-1) 8"x14" - SIMPSON TIE DOWN TIE BEAME ARCH'L DWGS. 2x SUBFACIA SEE ARCH'L TRUSS SIMPSOAS REQ'D), W/(18)E/4"0Oxf1O3/4" (SIFEUT -E PLAN) " ( O N C I"= •� DWGS FOR PROFILE), ATTACH TITEN CONCRETE SCREWS INTO CONCRETE (B -9) 8 x16 TO TRUSSES W/(2) 16d NAILS w N NC. BEAM I� & (10) 10d NAILS INTO TRUSS. CO I ' C 8" CMU WALL (UPLIFT CAPACITY = 1810#) `` 16 NOT USED (SEE PLAN) .^., S7 Scale: 3/4"=1'-0" ~ W O 8" CMU WALL BEYOND (& IN to"1_7 SECTION 18 SECTION FOREGROUND), PROVIDE (BB-2) 8"x8" S7 Scale: 3/4"=1'-0" S7 Scale: 3/4"=1'-0" BOND BEAM AT TOP OF WALL. EL 27'-0" (VERIFY W/ ARCH'L DWGS.) • �j T.O. CMU WALL � .a • 8" CMU NON-LOAD BEARING-- EL 10'-8" WALL (SEE PLAN) T.O. SLAB (2) #5 DOWELS, LAP 30" MC-1 (BEYOND) MINIMUM INTO MC-2. \ 2" CONC. TOPPING SLAG TOPPING SLAB (SEE PLAN) Owe (SEE PLAN) 3/4" RECESS (MC-1) 12"x12" 8" CMU WALL \ COLUMN BLOCK (SEE PLAN) \ 8" HOLLOW-CORE PLANT, #3 "Z" BAR 4" STEP 8" HOLLOW-CORE PLANK a 8" CMU WALL - ® 32" O.C. (1) #5 CONT. BEYOND, (SEE PLAN) " 2 CONC. TOPPING SLAB - EL 11 -0 3 THK. EL 2��_0 K — 4" CONC. TOPPING SLAB 3/4" RECESS T. SLAB T.O. SLAB " '-°- *, x _ ,. TO N TOPPING SLOPES 1" EL 10-7 (SEE PLAN) r� � o _ �� � �, 8" HOLLOW-CORE PLANK � (SEE PLAN) ® CMU \ ) — — -H T.O. SLAB O oonn r x „�, �, x X, x X — 3/4" RECESS " L, 4" STEP �• T.O. BEAM „ 6" HOLLOW-CORE PLANK GUARD RAILING oId i n • EL. 11 -0 oL oil " \ (SEE ARCH'L DWGS. TYP.) N 000 O 0 O `J 0 0 T.O. SLAB "—. „ : _" , .., x _ x x — CAST MONOLITHICALLY EL 23 -4 _ (2) #5 IN o W/ TOPPING T.O. SLAB — x - - SLOPE 2" CI o \ EL 22-10" EL 9'-9" n3 "Z" BAR \ (2) #5 TOP EL. 10'-2„ • " cOj O 0000 +I T.O. SLAB EL 9'-0" ,�- B.O. H.C. ® 32" O.C. BEARING EL 22 -6 3 DOWELS ® 32" O.C. co EL 22'-4" B.O. BEAM EL 10'-5" (1) #4 CONT. # 1 #4 CONT. B.O. SLAB #3 "Z" BAR W •� GROUT INTO EA. PLANK, �. T.O. BEAM U 0 , ® 32" O.C. 6" SLAB EL. 22'-6" T.O. BEAM T.O. H.C. MIN. 1 PER PLANK) �.? (B-4) 8"x24" CONC. BEAM. L 3x3x3/16" x 6" LONG ® 1 °1 (B-12) 8%24" THICKNESS B.O. SLAB 1'-4" BEAM IS PLACED IN TWO POURS. � �: f 36" O.C. ATTACH TO 3 1/2" 1 #4 CONT. .,�"- ; � _ _ _ _ _ — � _ ,�. J EL. 21'-8" #3 "Z' BAR ° 3" �' �. CONC. BEAM EL 21 -4 (TB-1) S"f14" I ® 32" O.C. . �� HOLLOWCORE W/(2) 1/4"� x 12„ BRG. ,I �• " -� 1 1/4" TAPCONS ® 4" O.C. B.O. BEAM TIE BEAM :. l � . (4) PAIR OF OFFSET ANGLES BY 18'. I(B-2) 12"x24" (8-11) 8"x55" ] �� (TB-1) 8"x14" TIE BEAM -� EL. 8'-2"ROOF TRUSSES �. �. CONC. BEAM _ (BEYOND) 'I ..,,-,. ".,•�, CONC. BEAM �.;,,, �" (2) #5 INT. � 8" NON-LOAD BEARING B.O. BEAM 0 EL 20-4 CMU WALL (SEE PLAN) B.O. BEAM • ° B-2 (BEYOND) 21 SECTION L1 8F16 1! •F. - ,. w PRECAST Li�ITEL MC-1 (BEYOND) L. `� S7 Scale: 3/4 =1 -0 SEE ARCH'L �+ EL 5'-2" (VERIFY W/ 19 SECTION GARAGE DOORS) . 0 S7 Scale: 3/4"=1'-0" B.O. BEAM (BEYOND) CONC. COLUMN �] (BEYOND) q 20 SECTION 8„ S7 Scale: 3/4"=1%0" a 3/4" RECESS 8" CMU WAI-L 1 #4 CONT. (SEE PLAN) O C—+ 12 5/8" COX EXTERIOR PLYWOOD ROOF SHEATHING. a 2" CONC. TOPPING SLAB 6 (SEE SECTION 1/S5 FOR ATTACHMENT. (SEE PLAN) o CAST MONOLITHICALLY PRE-ENGINEERED WOOD ROOF r� W/ TOPPING TRUSSES (� 24° O.C. MAX. 8" HOLLOW-CORE PLANK PRE-ENGINEERED WOOD ROOF ATTACH PLYWOOD TO EL. 11'-0" TRUSSES ® 24" O.C. MAX. SUBFACIA W/ 8d NAILS DATE 11/02/12 T.O. SLAB x x.: —< •.< �i ® 4" D.C. DRAWN BY . CA EL. 10'-2" OIL EL. 10'-4" EL. 10'-4" CHECHED AU T T.O. BEAM • T.O. BEAM REVISIONS BEARING SIMPSON HUS210 HANGER (TYP) SIMPSON TIE DOWN (SEE PLAN) SEE ARCH'L DWGS. 2x SUBFACIA (SEE ARCH'L 1 5 17 13 CCL MODIFICATIONS #3 DOWELS 0 32" O.C. `;�,: (2) 200 P.T. LEDGER, ATTACH WITH DWGS FOR PROFILE), ATTACH GROUT INTO EA. PLANK, 1 2"0 EXP. ANCHORS ® 16" O.C. I ` "` ° �' / (AB-1) 12"x14" (MIN.) TO TRUSSES W/(2) 16d NAILS (MIN. 1 PER PLANK) 3 1/2" j W/ 4" EMBED & 3" SQ. PLATE CONC. ARCH BEAM ..— < - � 3„ BRG. WASHERS. 12" (TB-1) 8%14" TIE BEAM 8" CMU WAIL (SEE PLAN) Allen Wieder J/ 9nc. PE#43 ` �!'t ineerin ✓ 22 SECTION 23 SECTION �� S7 Scale: 3/4"=1'-01, S7 Scale: 3/4"=1'-0" � STRUCTURAL ENGINEER 11718 SE FEDERAL HWY #373 Uo Imm (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 5'-8" 2'-4" 8" CMU WALL, SEE PLAN CE GRADE BEAM - COLUMN COLUMN GRADE BEAM Q' FOR REINF. ABOVE FIN. FLR. s 8" CMU WALL, SEE PLAN (SC-1) HSS 44 FOR REINF. ABOVE FIN. FLR. SEE PLAN FOR STEP. 1 1/2" MASONRY STEEL COLUMN -- WHERE CONCRETE COLUMN IS 4" MIN. TO 2'-0" MAX. RECESS (TYP) 4" SLAB ON GRADE LOCATED WITHIN WALL, EXTEND (SEE PLAN) COLUMN TO TOP OF GRADE BEAM. _ _ 4" SLAB ON GRADE (S SLAB N) GRADE T.O. ELEV. PIT VARIES FROM 0'-0'r 1 1/2" MASONRY (SEE PLAN) (SEE PLAN) TO -3'-0" RECESS (TYP) SEE PLAN 4" SLAB ON GRADE (COORD. W/ ELEV. MFR. U U Q o (SEE PLAN)) �_ -�-�- x '01 SEE PLAN - '�-- k T.O. SLAB (SEE PLAN) 4„ 4„ (2) #5 IN CURB z T.O. SLAB \a m N o T.O. SLAB . x x . , n n N C A p o (1) #5 CONT. TOP _ CO \ \ \ EL. 0'-0 8" THICK SLAB W T.O. CURB O� °� o `\ \1 T.O. SLAB x..'. -'x.. �.,., x< _ j o s \ \\\\1 \ ;, / 4" SLAB ON GRADE \ :\ 1N", #3 ® 12" O.C. EACH (SEE PLAN) z z L X \ \ -- WAY TOP & BOTT. p w z o — 2 5 CONT. BOTT. `•�•�\ \ (1) #5 CONT. wo OL EL. \\ \\ \ \ \\\\ FOYER �7 cp •o :, m u N 9 n O - O rn o �. p.. 12 t \ T.O. SLAB U U > m U (MW-2) 8" CMU W/ #5 ® 16" O.C. (MW-2) 8" CMU W/ #5 ® 16" O.C. MINIMUM 1 HIGH STRENGTH ` k (ALL CELLS GROUTED SOLID) q „ \ p J (ALL CELLS GROUTED SOLID) \:�.� :. •' \;._� \ \\�`< NON-SHRINK GROUT, TYP. 00 Z z ` \ BASE PLATE "A" Q a (SEE SHT. S5) \: • (P-1) 16"x16" CONC. o \\\ 2' CLR w \' \ PIER CENTERED UNDER \\ U)N J \ \ \` STEEL COLUMNS. Z EL. (-7'-10") rl \\ \ \\ \ \\ N EL. -7-10 \\ \ \ \'- \ \, \ (GB 2) 24" WIDE x 24" 1� T.O. GRADE BEAM T.O. GRADE BEAM \ \ THIC GRADE BEAM 1�1 z rr 1. �. \. (GB-1) 46 WID o GB-1 46 WIDE x 24" .' o I T.O. GRADE BEAM �- AM THICK GRADE BEAM 7, THICK GRADE BE iy iv \ 1, o I, o N Vl —— SEE SECTION 24/S8 FOR —— (4) #4 TIES ® 4" O.C. TOP. TYPICAL GRADE BEAM & `J r <r r. a i^1 REMAINDER 0 16" O.C. —— , n r n r n AUGERCAST PILE INFO. ,_ n r n r r ' 1 3 1 -4 1 -3' ~ (GB-1) 46" WIDE x 24" ifl� EP�ti7 tl ►s, i � D �+ 3-10 3'-10" THICK GRADE BEAM ih ICCORDANCE WUH THE FLORIDA —— (ACP1) 16"0 AUGERCAST PILE —— SEE SECTION 24/S8 FOR r�1i4 !>i Ili( ACP1) 16"0 AUGERCAST PILE TYPICAL "GB-1 GRADE BEAM MUILDiNG CODE. O C C W/(5) #6 VERTICAL x 15'-0" & AUGERCAST PILE INFO. u LONG. SEE SHEET S4 FOR Cn a TYPICAL REINFORCING DETAIL. ,. 0 24 SECTION 25 SECTION (ACP1) 16-0 AUGERCAST PILE •� S8 Scale: 1/2"=1'-0" S8 Scale: 1/2"=1'-0" (BEYOND) E••I "'' 26 NSECTION cy 4 S8 Scale: 1/2"=1'-0" 0 (4 PILE w N � COLUMN COLUMN C • PIER GRADE BEAM PIER 1 #4 CONT. Tool 7'-10" 1�-2" 2" CONC. TOPPING SLAB � � rl BASE PLATE "A" (TYP) PILE (SEE PLAN) EL. (-0'-6 13/16"` GRADE BEAM CAST MONOLITHICALLY O W TOPPING 6" HOLLOW-CORE PLANK DIAMOND ISOLATOR T.O. SLAB (SC-1) HSS 4x4 STEEL COLUMN SEE PLAN U MINIMUM 1" HIGH STRENGTH -- (SC-1) HSS 4 NON-SHRINK GROUT, TYP. STEEL COLUMN 6" CURB " T T.O. SLAB 4x • BEYOND 4" SLAB ON GRADE ENCASE BASE PLATE (1) #5 CONT. .� (SEE PLAN) AFTER INSTALLATION & GROUTING, TYP. #3 DOWELS ® 16" O.C. MAX. .. GROUT INTO EL. 0' 0 EA. PLANK. 0" 'I\ L EL 0'-0" � _ `x � .k• �:,_y T.O. SLAB ' rr T.O. SLAB ' II \ \:`\ \ \• \•\\\\' \\ �: — T _- ARCH'L ..J 3 1/2" 3 ., \ \\ \.:. 1 L- " : FOLD WWF DOWN AT FACE 12 EL.(-1'-0") BRG. T.O. PIER (TYP) `\ r w = \ . r n GARAGE " \ \ \1 \ T.O. SLAB cwi� B5 ® 12" O.C. (B-7) 8n 4 3 TIES ® 3 O.C. x12" ®)TOP OF PIER (TYP) \ \\ 4" SLAB ON GRADE a 77� BOTTOM CONC. BEAM \ SLOPE DN 4" (SEE PLAN) 0 `\\ T. BOTT. .. (2) #5 CdN #5 ® 12" O.C. s BOTTOM (P-1) 16" SQ. COFIC. PIER ,\ \\ 4"t BOTTOM OF INT. LANDING ` TURNDOWN BEYOND 1 12" • • i �Op`� \ : GB-2) 24" WIDE x 24" \ \ tiN 7 ( 8' CMU W/ #5 ® 16" O.C. (2) #5 ® LANDING \ \ \\,THICK GRADE BEAM ALL CELLS GROUTED BELOW EL. -7'-10" URN T 0 D WNr YP ~ �GRADEBEAM . 24" HOOK f \ I SEEMPLANALL 28 SECTION04 W 4. ` — { — I S8 Scale: 3/4"=1'-0" -- (GB-1) 46 HIDE x 24" Z THICK GRADE- BEAM __ (88-2) 8"x8" BOND 1'-3" 1'-4" 1'-3" SEE SECTION 24/S8 FOR 1 -3" 1'-4" 1'-3" BEAM AT SILL T� Vl o " TYPICAL "GB-1" GRADE BEAM 3'- , 04 3 10 & AUGERCAST PILE INFO. _ 3 0 (ACP1) 16"0 AUGERCAST PILE E* #5 ® 12" O.C. 27 SECTION BOTTOM 9 O S8 Scale: 1/2"=1'-O" INT. LANDINGOn (2) #5 ® LANDING SEE ARCH'L J CAST MONOLITHICALLY O E uJ 0 W/ TOPPING 8" CMU WALL Q (SEE PLAN) 1 #4 CONT. 2" CONC. TOPPING SLAB #5 ® 12" O.C. (SEE PLAN) BOTTOM 6" HOLLOW-CORE PLANK '.'U01 8F8 PRECAST LINTEL 0 SEE PLAN DATE II/02/12 BY CASTCRETE W/(2) �Q� x x=. x — x' T.O. SLAB DRAWN BY : GA #5 CENTERED. 0/ CHECKED ALU A�X REVLSIONS #3 DOWELS ® 16" O.C. MAX. A5/17/13 CCL MODIFICATIONS GROUT INTO EA. PLANK. 3" 1 3 1/2" 12" BRG. 29 SECTION S8 Scale: 3/4"=1'-0" (B-7) 8"x12" CONC. BEAM Allen Wieder#4 �ed//eN �ntqineerinq, Jnc. �0 (1) STRUCTURAL ENGINEER 11718 SE FEDERAL HWY #373 uo pm (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 01 12 6� Q s O .J - �'8"B.H. 36'8"B.H. Z 2 2 O N osm O� W m _ +53.6 PSF `+53.6 _ zpN 0��,omaszLLijo - N SF PSF -N -58.1 PSF -71.7 PSF Q Al +53.6 PSF (Y m " ,: -5 o N ItIN � Nm w - s O 1 -58.1 PSF "_ - � � UO - O > � O � � L O O - - v) Co +50.3 PSF UOEQ � Q � 3 E� -65.1 PSF - +50.3 PSF o +51.9 PSF +51.9 PSF PSF o - 4a"H 50LID -68.5 PSF +48.1 PSF -68.5 PSF Qp RAILING- +51.9 PSF _ -52.7 PSF - • -68.5 PSF 23'4 3/4"2ND F.F. 23'4 3/4"2ND F.F. 23'4"2ND F.F. - � - 21'8"B.H. 21'8"BM.HT. +53.6 PSF - - - -58.1 PSF +53.6 PSF +53.6 PSF - -71.7 PSF W v -58.1 PSF - -71.7 PSFON +51.9 PSF +51.9 PSF - - - &04 QN r.S +53.6 PSF A -68.5 PSF -56.5 PSF - -71.7 PSF - �] ° - - +48.1 PSF m - -52.7 PSF _ � O 3/4"2ND F.F. �y V1 I' P.1 I: ��� I O 3/4 2ND F.F. 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