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12th Street 373 4 COPYRIGHT 2002 Thompson Residential Designs , Inc. These drawings are not to be reproduced or copied In any form or manner whatsoever without the written permission of Thompson Residential Design's Inc. 3 `v c c d o2 C E O _•3 •� ,o E�i a X z. a ° O •C .0 07 8'-I" R WT c •g o o `o•a 0 i OCRETE 'd' O I SL BGOREP � N V (TYP) N _ 0 moo ® _ _ r _ FIN FLOOR `! ELI CD �-D �' o -- . EXISTING NEWONO- (_,n (� Ld CJ HO" E ADDITION W > O n [� p F- EAR VA ION I) Lr) Y WQLO I ' <JC i W,X o mom (.,n . c: L -C I 8'-I" re HT I VP CMU COLUMN (TYP) ZZ PIN FLOOR EXISTING NEW - :4 9 I " HOME ADDITION IGHT ELEVATION, \J j &'-I" IP HT 1 o ` FIN FLOOR NEWI EXISTING � 8'—Is #E'14T I1 ADDITION+ 1 HO'"I L mf= VAT I ONk I IT y 1 FIN FLOOR _ _ _ _ _ _ _ 1 - I NEW �XIS"i'I�ll� ADDITION . HOME DRAWN BY GJT RONT ELEVATION Tf�r *ELL CONS-1-Rio—k- `� ;y DATE JA���,�����°�F�.C3.��,�4�1�� 1/19/0 6 LLE FL 32240-9159 REVISED DATE .. '. ..._ 00/00/00 SCALE 1/411 = 11-011 NOTE: PLAN NUMBER tDa�l I 1.REFER TO TYF'.WALL SECTION POR FASCIA TYPE. PSN Elevations ' 2. EMERGENCY EGRESS ONE SASH OF THIS GROUP MUST SE EQUIPPED W/EMER3ENCY SHEET N0. EGRESS HARDWARE TO COMPLY WITH Li T E E GOVERNING FIRE AND 33UILDING CODES. OF 5 COPYRIG T 2002 Thompson Residential Designs . Inc. FLOOR F&4M IN!a 1 OTEg: These drawings aro not to be reproduced or copied In any form or manner whatsoever without the 1. THIS HOME IS TO BE BUILT TO COMPLY WITH THE written permission of V z 771 • EXI6TMG HOME ' 2004 FLORIDA BUILDING CODE- RESIDENTIAL. Thompson Residential 2.GARAGE SEPARATION WALL(S) TO HAVE A Designs , Inc. MINIMUM OF 1/2" GYPSUM BOARD APPLIED TO e REMOVE EXI6TMG L114.L6 _--- E GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMSo 0 qu ABOVE WITH MINIMUM OF 5/8" TYPE "X" GYPSUM c E It 22 �- �- a BOARD OR EQUIVALENT. t ` E E . s '¢, 18 3. AIR HANDLER SYSTEM TO HAVE A 4" MINIMUM •�'c or-v `g CLEARANCE AROUND PERIMETER OF UNIT. e am 01 4. DUCT PENETRATION TO BE 26 GAGE SHEET a° :€'3 ' ' 5IM411 a 4l„8" 2 M211 -11-bu 1211 0511 11 -mu 6�_4n STEEL,FIRE DAMPER, OR OWENB CORNING ��' � � 5;3 ENDURAGOLD DUCT BOARD 1" THICK AND a E w SHALL HAVE NO OPENINGS INTO THE GARAGE. •s ° g 5.GARAGE SEPARATION DOOR TO BE A 13/8" g. o a 2 SOLID WOOD, HONEYCOMB STEEL, OR A , i E � `e o MATERIAL WITH A FIRE RATING OF 20 MINUTES. o o 6. AIR CONDENSER TO BE INSTALLED ON A i` 0 0 o'c c`3it 4' X 4' CONC. PAD USING 4-3/8" X 2" TAP CONS SHOWER '1. THE FOLLOWING 15W AK 5 AK ON STUCCO 15U61 13L U ALL TOCK T WIG OVER WOOD FRAME BE USED. A.TWO LAYERS OF APPROVED WATER 12" HIGH 16" 80. RESISTANT BARRIER MATERIAL. E COLUMN 8. ONE LAYER OF AN APPROVED WATER N 0 30 B.H. _ _ RESISTANT BARRIER OVER AN APPROVED N .0 3 0 S.H. 3 3 B.H. HOUSE WRAP. V) O —————————————— —,,,_—— C. OTHER APPROVED METHODS OR MATERIALS v APPLIED IN ACCORDANCE WITH THE MFG. Q �--————--I 2468 - , INSTALLATION INSTRUCTIONS. cc NEWj 0 Jrn cL XY I NEW I I 0 W > .0 a I......_... I...._.....� FR WALL I I `� I I O O� ~ -- I COVERED ULr) T_ I 31„4" 31-411 Z'-5u '-311 4'-i" '-0" IA 23'-0" 4®68 v (V-0" CEIL) �� j j A V iL/ C S 0 CE I L.) '� d- Z4 m OMIT EXIBTM ' � WINDOWS ADD - d.ONEW 84" HIGH coc1OMIT EXISTING OPENINOMIT EXISTING WINDOWS DOOR S JAMGUE5T OC. C� 5UITE (V-0" CEIL) j A 3M P S.H. 11-211 (P IM211 13'-4", NEW , 7 -� 11_ r L11 o o o NOT —A F_ ALL EXTERIOR ARE DRAWN • 8" NOMINAL WITH A'W PLLS ACE FOR INSUL o r AND FIR STRIPS ALL SPACING IS 5E BE o DETERMINED BY BUILDER AND CONFORM i TO ALL LOCAL BUILDING CODES. I .. NOT ALTHOUGH EVERY EFFORT HAS BEEN TAKEN PLY WITH PREPARELOCAL BUILDING CODES,DRAWINGS TCONTG IINNUOUS DRAWN BY CODE CHANGES MAY REQUIRE ADDITIONAL J-I- i DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET DATE CODE COMPLIANCE. POSSESSION OF THESE o PLANS ACKNOWLEDGES THAT THE PURCHASER 1/113/01 o HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE 'RESPONSIBILITY TOo REVISED DATE PROVIDE ALL ADDITIONAL REQUIREMENTS 00/00/00 OF LOCAL BUILDING OFFICIALS TO MEET I COMPLIANCE. SCALE SQL// 1_ 11 1 144 /rli i I PLAN NUMBER Q. FTG. TA5ULATION PLAN MIRE L CC94STFUCTION, INC. LIvIN[: sm 1St. f=loor Ji r SHEET N0. COVERED PATIO 324 J�ICI��;C� �o H`�, : R 32240-9159 TOTAL COVERED 12242 Or V A r ' y t i LD YRIGHT 2002 mpson Residential Design's . Inc. 01,�1�1L�,1-ti►1'101�1 blostses: ose drawings aro not e reproduced or copied any form or manner soever without the en permission of pson Residential e EXISTING CONCRETE FLOOR OR W CONC TNOT Sgn's . Inc. SEE STRUCTURAL DETAIL SHEET � m � c ci c w 2 - o o c I FOR FOOTING DETAILS r E � v •"�o �= II 181_11 11 � vs`E� v 0't.2 a, CL ZEt i o C + o �1 2 E f 8. o _ oiI `o*0CU3 I � 6NOu�R U .-- I O i N 0 0 F7I, -------- r—rrr�.� -----------r— =r_r.r�.o �.1.+.r rr rrr.. _rr �_ J—_____ _—1_rr__r_� L �_ I--—r_-L_____--_�--r_�_—_- �•i azz ins rliri ��.�ii�� r� ��� �rr`n'inj m1 �r ww,. �i:.r�i w�. +.�6� w�iiw*iir�ir �, Cc% r 1 I ,�1I , 1 1 i � LL C II ea 0 rCL 1 C 1, n I I W I r- rJ L _j i._ _.i I ' .� ' ----3 --- --- �1 ;------- - 1 --------, i I COVERED PATIO•�`• q•••• EXISTING CONCRETE FLOOR SAME LEVEL I �� -m'-4" Y LO !! Lr� (0 IPS" 3' fa" II PRYER II IUB "Ron �' I i � Ex18TING HOME FLOOR � FIN.FL. U iL.._JL...1 ;.. I Q Q 1 s _III 81_411 �'-8" Z'-G, 11 1-1' 1'•11" �'-�" N CO r N i t coNc —� := FLOOR MOUSAME LEVEL � � 1 � � 148 EXISTING HOME FL �� ... see �� e. A/H 1 I,, ' W X o �' ` '+ I o L--------------------_-J mm W �-----------------------, I I I a0 a� o , CL I _-------------- I _ __ ____ __ r/ I 11 CHASE UNDER FOOTING o ooF II i F I • 131=411 1 11 NEW ac , C1 I it 11 11 II LU XI/ � 1 _--- -- -- _ _--_ -- —_ -- _— _--_ —_ —_ _— _— _--_ —_ —_ _— _— _--_ —_ —_ x I/ z • 1, 11 f` I ,i II W I g II I' �I 1 s it I� II 'I 1 I� II 1 DRAWN BY I� I GJT j i I DATE I, II REVISED DATE I I 00/00/00 SCALE '44 II o '1-011 i PLAN NUMBER i FE FY-:R. U, i P'.�'•. e��1s'i. ;•.,�{`� PLAN Foundation aaK SOS V`,!-!J.-_. r",­ '.�:, FL,3-12` 40-91 Jr SHEET N0. i i • 1 COPYRIGHT 2002 r Thompson Residential t Design's , Inc. Thew drawings are not to be reproduced or copied 3 In any form or manner i whatsoever without the written permission of Thompson Residential Design's Inc. ROOD RAI+' 1NQ 110TFUS o ■ EXISTMG ROM t � n.�:9 ° o.Q I +�0 n2a Ed, E I cr.cv � bocojai ae c o v� c� n � 4. V 3 E„ ova 5 12ea ` ,-5 E woi— EEE 0` Epo 0 o pc ray 1 I I I � CV 0 m ! I N r--------•--J—L.....__.._...._.....1 r.......__.......� q-__.---� r r r---r r r r----� r—� � °v I r — �-�— ---t-----i-r. ,---'� —"-. ---1—r,..._— -j--- — —L r— 1------!— `—J._----.. L....J (J-) Q I II II ILJ G�'.. • I II ii II � p o U C II II II II r w Cn • I I I I I I I I I I I `! I I II I I W j o J L_____—_-j L___J I LL s r---------------- Uj Q 11 II II � � � Q -' ! ill I I __ I I OF— V- � � _ In I i I I I r C----� I i-�- co I I � I I I � —1 I � Q I L INE O I 9 a I I II it ii U ii I ixo Ist. FLOOR I I I C� � i Lr-----------� I r`' m I II (TYP) ,.� �______-----U II j II II o a II I II II I I I I I 11 I I �L------------r----.r. — ...: . J I r `s I I I 4 II II • I i I � II II i I I I I momid or I I i I I —A 01, LU I I I tL I I � • II I I II a I •• I I II it i • I I I I I I I I � I I I i t I II I E I it I I • r I I I I I II I I ( I I I DRAWN BY r I GJT DATE €3 `E I/19/0`1 JAU! 'I'S.32240-9159 Ige`d'.�ib. tits a;'s; iREVISED DATE I I I I (9N)221-75W 00/00/00 ( SCALE JNOTE: PLAN NUMBER THE ENC4INEERINCs ROOF TRUSSES SHOWN AM 'I"D51 1 FOR CONCEPTUAL PUPOSES ONLY. ACTUAL PLAN DESIGN'S,SIZES, AND LOCATIONS OF TRUSSES "r'ruSS TO BE DETERMINED 131' TRUSS MANUFACTURER: TRUSS MANUFACTURER'S DRAWINGS AND SHEET NO. SPECIFICATIONS HAVE PRECEDENCE OVER THESE DRAWMS. E I r COPYRIGHT 2002 Thompson Residential Design's . Inc. L : These drawings are not r;CTR19ALNOTESto LM roprodu ced or copied In any form or manner o whatsoever without the written permission of e EXI6Tma NOME Thompson Residential Design's Inc. cr d m'2 occ o� �.`o � ct E o ori a 'on CSL � oa� o=Uw o o� r •� �� of .:3$ E�' Q o � . o Eo cCn- f'iCL'a E c �4Q 0 = C 0 c � a 0 0 M 11 REAR REAR FLOOD SHOWER FLOOD REAR L IGHTS ON MOTION /� _�` LIGHTS FLOOD DETECTOR � N V N = O . ------ O I ------------------------- Q 4 3 3 ————� � (Ql ® `v' i I ° 1 I I IL. C o NEW I I w O ICON SWITCH ® I i lJJ C FLORIDA REAR FLOOD I I CJ J J E LIG14TO NEW I I W > s ---I{-- -- — ——, E DI I V) � L t DRYER I I I �, -_.--_ ....,,,__ I I ____J v Ln g L___JL�� T I I ! I I I N co I I ` I I L L co t (81-011 CEIL) X 0 m ® i I REAR a� I I ` I I REAR FLOOD v ) p C FLOOD L IGHTB O ® -- LIGHT6 W o- n XE GUEST SMITE - s CVI—/SII G�1L� 3 P� i • A/C DISC. NEW 9 IYZy F i i o I LIJ 111Ln ' f S I LHJ UL ELECTRI" NOTES: I. LOCATION OF SPEAR uJIR S TO DETERMINED 5Y OUNER ELECTRICAL iCE1' oUPLEX OUTLET RECESSED L064T • � o VOLT OUTLETOUTLET ' wALI 6UTCN EXHAUST FAN CEILMG MOUNTED LIGHT FIXTURE - - EXHAUST FAN/LICsHT COMBINATION WALL MOINTED LICwNT FIXTURE SMOKE DETECTOR(iZ FROM CEILING) 3 QX� CEILING FAN(OPTIONAL) --Q TELEF II, N (OPTIONAL) DRAWN BY d O TELEVISION(OPTIONAL) GJT 3 L PROVIDE AND INSTAL.LOCALLY CERTIFIED SMOKE DETECTORS DATE AS REGIIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(PFPA) 1/1oJ/01 AND MEETING TIE:RECILIIREMENTS OF ALL GOVERNING C'.ODES. 2.PROVIDE AND INSTALL QdW ND FAULT CIRCUIT-INT'ERRIPTERb(C&PI)AS REQUIRED BY NATIONAL.ELECTRIC CODE(NEC)AND MEETING THE REVISED DATE &UNLESS OTHERWISE MDICrATED,INSTALL SWITCHES t RECEPTACLES AT 00/00/00 t PIRMIf�iTO OF ALL GOVERNW5 CODES. TLS IVL�*alar FIN0 n AWA PNIOW PLOM 6WITC4E8�42'TO BOTTOM TELEPHONE-14n TO BOTTOM - SCALE SWITCHHS ANDNOUTLETS ABOVE LAV8_,4ZTO BOTTOM C�_I1 OT'TOM OM I44 11 11_ II NOMSS EXTERIOR OUTLETS TO BE HORIXONTAL._�4'FROM FINISHED FLOOR TO TOP I IIMVI•ER RECEPTACLE 36'O/F DRYER RECEPTACLE 36'0# PLAN NUMBER EO � TTTO BE OOE wl%E4.ALL RECEPTACLES HASERME KITC 04 AND I5AT4OM coR TD511 I TOPS 81.44LL DE GFI 1O1F®oTECTED. i +�- b.ALL EXT.OUTLETS TO BE WP.Ci'tPJ.AND t �.L�"iO ST T�..�I, No. ALL GARAGE RECEPTS TO BE 44"O/F 4 GFJ. PLAN 6.Tv JAc" IN#QTC44EN RECLP?ACL.ES UNLEbbOtWRI� LASE 4F To MNOTI=D. P.O. DOX 49159 42 w 1st. 1=1. 11�G. 'L SET WALL MOUNT BATI•I LIGHTS TO TOP OF MIRROR JAMONVILLE BEACH, EL 32 0-9159 (NO WALL SPACE BETILM LIGHT 4 MIRRORI SHEET N0. (904) 221-7588 s a i 3 7 F • 8 14 2.0 2'0 16x16 CMU PILASTER ; COLUMN, SEE I DETAIL 5/S2. K t F2.1 15 I I STRUQTURAL NOTES: . 2.0 4 CONCRETE SLAB w/ I I I SAW CUT I COMPONENTS &, CLADDING. _,DESIGN WIND ,PRESSURESLou Pontigo and I I N-FIBERMESH 0 1 5 LBS/CU.YD. I �� SEE DETAIL Irl - DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2004 FLORIDA Associate$, In' I OF CONCRETE OR 6x6 W1.4xW1.4 2.p 13/S2.0 4COMPONENTS & CLADDING WALLS 1) DESIGN WIND PRESSURES REPRESENT THE 496 Osceola Avenue -- .- - --- --- ---- -- -- -- -- -- --- WWF ON EMIL VAPOR BARRIER 1 2•p DESIGN WIND PRESSURES (psf) NET PRESSURE (SUM OF EXTERNAL AND BUILDING CODE WITH 2006 SUPPLEMENTS Jax. Beach, Florida 32250 71IN PREPARED GRADE. ( I INTERNAL PRESSURES) APPLIED NORMAL Ph.242-0908 Fax. 241-9557 I 10B I .- - ---.- --I-- ---r-- �- TRIBUTARY INTERIOR EDGE STRIP TO WALL SURFACES, 1. LIVE LOADS (UNIFORM) CA # 8344 S1.0 I AREA (sf) ZONE o =3-0" 2) LINEAR INTERPOLATION BETWEEN VALUES ROOF 16 PSF CONTACT US Wm-+YOUR COMMDM I 10 +37.5 -40.7 +37.5 -50.2 OF TRIBUTARY AREA IS PERMISSIBLE. COMMENTSC�IP-A.COM I � 3) PLUS AND MINUS SIGNS SIGNIFY PRESSURE 2, 1MND LOAD BASIC 120 MPH I I 50 +33.6 --36.8 +33.6 -42.4 ACTING TOWARD AND AWAY FROM THE 1.0 IMPORTANCE FACTOR I I 100 +31.9 -35.1 +31.9 -39.0 EXTERIOR WALL SURFACE, RESPECTIVELY. Oct �----- 8 ( EXPOSURE CATEGORY SEE DETAIL 12/S2.0(SIM), I SEE DETAIL I MEAN ROOF HEIGHT 15.0 FT S2.0 FOR REINFORCMENT. I 11/52.0• 4) ALL COMPONENT AND CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH ROOF PITCH FLAT I POSITIVE & NEGATIVE PRESSURES SHOWN IN TABLE, © PRESSURE 'ENCLOSED' (+0.18/-0.18) SEE DETAIL 5) COMPONENT AND CLADDING ELEMENTS WITHIN A DISTANCE a FROM THE CORNER OF THE INTERNAL RESSU E I 11/S2.0. BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR WINDOW/DOOR PRESSURES SEE SCHEDULE THIS SHEET 3 ( ZONE PRESSURES. y UPLIFT CONNECTORSCHEDULE3. ALLOWABLE UNIT STRESSES: VALID ONLY WHEN L _,-, _„_, __._ A) CONCRETE - DESIGN AS PER ,ACI 318 LATEST EDITION SIGNATURE IS IN BLUE INK I SLAB ON .GRADE f C = 3000 PSI AND RAISED SEAL ' MEMBER SUPPORT SIMPSON CONNECTOR CONVENTIONAL FOUNDATIONS f'c = 3000 PSI ' 8 ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI REVISIONS BY EXISTING ONV NTIONA F FRA IN B) ALL STEEL -- ASTM A615 GRADE 60 S2.0 FOUNDATION COMMON RAFTER: HEADER BEAM (1)H16 (2)MTS12 C) WELDED WIRE FABRIC - ASTM A185 y WINDOW/D.-.00R_ EADERS D) SOIL BEARING (DESIGN MAX.) 2000 PSF HEADER TO 3'-0" JACK STUDS (1)MSTA24 EACH SIDE E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 OR BETTER, a HEADER 4'-0" TO 6'-0" JACK STUDS 2 MSTA24 EACH SIDE WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE WITH NATIONAL DESIGN HEADER 6'-0" TO 9'-0" JACK STUDS 3 MSTA24 EACH SIDE SPECIFICATION FOR WOOD CONSTRUCTION BY AMERICAN FOREST & PAPER ASSOC. FIELD ALTERATION NOTE ALL STUDS SHALL BE SPF NO. 2 (UNLESS NOTED OTHERWISE). CONTRACTOR SHALL CONTACT LOU INTERIOR .BEARING WALLS PONTtGO ac ASSOCIATES PRIOR TO • DBL TOP PLATE STUDS 1 SPH4 ® 16 oc F) CONCRETE MASONRY -- DESIGN PER ACI 530 CURRENT EDITION MAKING ANY STRUCTURAL FIELD " COMPRESSIVE STRENGTH f m = 1500 PSI MODIFICATIONS INTENT OF THE ORIGINAMICH MAY VARYL STUDS FLOOR BEAM BELOW 1 CS1.6 ® 32 O.C. CONSTRUCTION DOCUMENTS, ANY FIELE ALTERNATIONS MADE PRIOR TO BEING 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINF. APPROVED BY LOU PONTIGo ac ASSOCIATES MAY RESULT IN SHALL BE AS FOLLOWS: ADDITIONAL ENGINEERING OR FOUNDATION PLAN, � : FOOTINGS 3n INSPECTION FEES. SCALE; 3 16'r = 1'--0" 1 CONNECTORS ARE SIMPSON STRONG TIE OR EQUIV. SEE DTLS FOR TYP. APPLICATIONS. SLAB ON GRADE CENTERED / FASTEN WOOD 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: HUC410 PORCH BEAMS TO MSTA24 18-1Odx1'/2" 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL i ONNECTOR TOP OF CMU PILASTER CS16 22-10d BENDING DIAGRAMS AND PLACING DETAILS OF ACI- STANDARDS AND SPECIFICATIONS. LINTELS, SEE 1 w/(2) SIMPSON HETA16 H2.5 10_8dx1 /2 " HTS24 20-10d ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD DETAIL 4/S2.0. S1.0 SEE 17/$2.0. H16 12-10dx1 / » 1 -10d EMBEDED STRAPS TYP LUS26 0 ACCESSORIES DURING PLACING OF CONCRETE. ( } MTS12 14 1Odx1 00, 2x10 SYP#2 0 16" O.0 ROOF JOISTS 2xi0 SYP#2 � 12" O.0 ROOF J IST$ ' " LUS28 • 10-10d i 16x16 CMU PHA35 12--8dx1 /2 s 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: PILASTER SPH6 10-8d HTT22 /8 x12 ANCHOR BOLT MASONRY 48 BAR DIAMETERS SPH4 10-8d AND 32 16d i X 2 COLUMN, SEE HTT16 5/8"0x12" ANCHOR BOLT CONCRETE ,40 BAR DIAMETERS z '" " DETAIL 5 S2,0 STHD14 38-116d . W � AND 18-16d. a a 7. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CAONTACT WITH MASONRY, w } 3) WHEN USING ANY (2) STRAPS ON 1'/2" WIDE TRUSSES, PLACE DIAGONALLY ACROSS CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. WOOD FRAMING SHALL l f DOUBLE TROP PLATE FROM EACH OTHER. BE IN ACCORDANCE WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE, ' _ k 1 I 4) ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY DELEGATED TRUSS ENG, UNLESS OTHERWISE NOTED HEREIN. PT LUMBER INDICATED IN SECTIONS �. 5) PROVIDE 2x2x'/8" PLATE WASHERS AT ALL ANCHOR BOLT CONNECTIONS. PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA r n • REDUCE A.B. SPACING AT ALL SHEARWALLS, SEE SCHEDULE. HYDRATE). IF HOWEVER, ACQ OR NON- DOT BORATE PRESERVATIVE v J ALL INTERIOR HEADERS TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED ARE H6; U O.N. r_j GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. F"- a N CONVENTIONAL ROOF FRAMING SCHEDULE 8. ALL EXPOSED HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET CN REQUIREMENTS OF ASTM A-325, TYPE t, AND HOT DIPPED GALV. IN ACCORDANCE �--i NEW CMU TO HUC410 ROOF RAFTER MAXIMUM SPAN UPLIFT CONN. ® UPLIFT CONN. 0 WITH ASTM A-153. NUTS SHALL MEET .THE REQ'MENTS OF ASTM A-563, GRADE DH, /-EXISTING, SEE ONNECTOR (SYP #2 (�24" O.C. / X16" O.C.) DBL. TOP PLATE PRE-ENG TRUSS } AND HOT DIPPED GALVANIZED IN ACCORDANCE, w/ASTM A-153. ALL EXPOSED NAILS, M DETAIL 16/$2.0. SEE 17/$2.0. 2x. 6 9'-6" 11'-6" 1 H3 1 A35 WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED (UNO). ALL NAILS TO FASTEN THE 2 x6 DECKING SHALL BE 10d RING SHANK TYPE 316 STAINLESS STEEL. 2 x: 8 13'-0" / 15'-'-0" (2) MTS12' (2) A35 0 M > 9. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, . 2 x 10 16'-610 19'-0" (2) MTS12 (2) A35 THE ENGINEER SHALL BE NOTIFIED. 2 x 12 19'-0" / 23'-0" , (2) MT512 (2) A35 10. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO NOTE: SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. USE THI-,S SCHEDULE FOR ALL ROOFS NOT FRAMED. BY PRE-ENGINEERED i NEW CMU TO EXISTING W000 ROOF, TRUSSES, AT CONVENTIONAL FRAMING LOCATED OVER ROOF 11. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL, I EXISTING, SEE-/ STRUCTURAL .•. TRUSSES, SEE DETAIL 13/S 2 FOR REQUIRED LEDGER BOARD AND MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, DETAIL 16/S2.0. ATTACHMENT. WHEN USING TWO H3 CLIPS ON 1'/2" WIDE LUMBER, PLACE SLEEVES, ETC., WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. CLIPS DIIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. WHEN USING 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR TWO A3!5 CLIPS ON 1'/2 WIDE LUMBER, STAGGER CLIPS VERTICALLY TO AVOID CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; NAILING INTERFERENCE. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT FIRST I SEE ARCHITECTURAL FOR TOP CMU REINFORCING NOTE: & FIRS7 FLOOR FRAMING PL/, OF CMU WALL ELEVATIONS TYPICAL #5 VERTICAL REINF. THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. FIRST FLOOR FRAMING PLAN FRONT ENTRY & MAIN FRONT AT 48" O.C. SEE S2.0 FOR s2.0-cMu FRAMING DETAILS SCALE: 3 16" = 1'-0" WALLS ARE TALLER REINF. EA. SIDE OF OPENING. 13. EMBEDMENT OF EXPANSION BOLTS SHALL BE 3--1/4" MINIMUM FOR 3/4" DIA. BOLTS THEN REMAINDER OF HOUSE. IN CONCRETE, 5-1/4" IN GROUTED MASONRY. 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY a OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF NOTE: WHERE NON-PRESSURE 14. EPDXY GROUT SHALL BE 'SET EPDXY-TIE ADHESIVE' BY SIMPSON OR APP. EQUAL, FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL NOTE: TREATED WOOD BEARS ON CMU H8 ® EA EMBEDMENT SHALL BE 12 BAR DIAMETER MINIMUM, LION, HOLES SHALL BE 1/4" DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN ALL CMU WALLS ® THIS PROVIDE 2-LAYERS OF 30 LBS. RAFTER LARGER THAN REBAR SIZE AND 1/8" LARGER THAN THREADED ROD SIZE. ' POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE LEVEL ARE SHEARWALLS ROOFING PAPER BETWEEN EXISTING NEW OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP WOOD & CMU WALL. MATCH EXIST NG ROOF = 2"x10" SYP No.2 15. ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A307 W/3" HOOKS PLATES AND A THREADED ROD IS WITHIN 6 OF THE SUPPORT POST. w v SEE PLAN FOR SPACING. I W x SPECIFIED LENGTH. BOLTS SHALL BE CLEANED WITH A SOLVENT SUCH THAT Do not scaledimensionsfromthese s 2X12 BLOCKING THEY ARE FREE OF ANY OILY RESIDUE. drawings.If a dimension is unclear _ BETWEEN EA refer to the Architectural drawings or • --- -- JOIST. contact the E.O.R. I I SUBDIVISION I _ I --.--.. LOT UNIT BLOCK A XI TIN N W 2x12 RIM EXISTING STRUCTURES ARE . SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL S G/ E a I _ CONT. BOARD. • ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER CUSTOMER PLAN NAME IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES SINGLE 2x8 P.T. SYP #2 TOP PLATE DODARO RESIDENCE THAT MIGHT EXIST BETWEEN CONSTRUCTION - DOCUMENTS AND/C}R ACTUAL FIELD CONDITIONS. EXISTING w/ '/2"0 x 10" A.B. w/ 2"x2"x'/g" DESIGN/DRAWN/CHECKED 3 THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND CMU WALL PLATE WASHERS ® 24" O.C. ADB/ JST/LAP OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE -AND ANY I " " DATE PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE CONTINUOUS 8x16 CMU BOND 03.13.07 SCALE SOLE RESPONSIBILITY OF THE CONTRACTOR. BEAM w/ 1-#5 IN TOP TWO AS NOTED COURSES, CONSTRUCTED OF OPEN BOTTOM LINTEL BLOCKS. JOB NO. (TYP) �` `` Com^ ; • 7�' �tC• SHEET •0- BOX 4u;: �� 0����ILLE B�4CH, v + 1 SECTI 0 X004}221-738n�`8224p'�1 I 'F[ A S1.0 SCALE: a 4" 1'-0" ' SHEET 1 OF 2 S i r _ t r $ •8x8.PRE-CAST LINTEL, SEE CMU/GONG. BOND BEAM AT 4/S2.0 FOR OVERALL LINTEL TOP OF WALL, SEE t/51.4 DEPTH AND REINFORCING. i 4- 8 8" 8" CMU WALL TYPICAL WALL AS PER PLAN JAMB REINF. REINF. SEE .. SEE 2/S2.0 SCHED. ON PLAN. FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" �., .� OPEN BOTTOM TO 9'-4" WIDE PROVIDE WIDE, PROVIDE 1-#5 25" LAP MIN. 1-#5 VERTICAL EACH '` a LINTEL BLOCK, ;�'4'• . Lou Pontigo an( WITH 2-#5 VERTICAL EACH VERTICAL EACH SIDE _ T CORNER, INTERSECTION * 10 p +;:• OPEN BOTTOM M •,• �. ;+i' .:;� :• E7.; �� Associates, Inc 3 #5 VER . O SPACING INDICATED I I I _ B(�TTO 5 TOP ; s OF OPENING, f ' ON PLAN OR SCHED. N N ' NTH 2-#5 TOP 496 Osceola Avenue SIDE OF OPENING, .•. ''" � .' .,•�� dt BOTTOM ALL OTHER Jax. Beach, Florida 3225C ROUN.p CMU SQUARE CMU SQUARE CMU OPENINGS RQU ACM.U. Ph.242-0908 Fax.241-955 CMU WALL. h PIAPILASTER P I L A S T R CA# 8344 • M C4 I 1 ( 1�1nTCC. » " F CONTACT US WITH YOUR COMMENTS 8 X 12 M U 1. , u�Lliyis.. 12*0 THRU 24*0 USING PILASTER BLOCK BUILT 0 8x16 BLOCK COMMENTS@LP-A.COM TYPICAL WALL In °9 S 9 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. " " REINF, SEE OPENING, N 2) FOR OPENING LOCATIONS 1 "ab - 2-#5 12"x12" - 2-#5 " " SEE PLAN #5 HORIZONTAL TIE BEAM LB_ " SEE ARCH PLANS 14 0 - 2-�5 14 x14 - 2-�5 16 x16 - 4-#5 WALL ELEVA SCHED, ON REINFORCING (ONLY ONE 3) PROVIDE 8 BEARING EACH SIDE OF OPENING. " # " " # ' (SEE PLAN 16 � - 4- 5 16 x16 - 4-#5- TOP PLAN. '' FOR 4) GROUT LINTEL SOLO. 18"0 - 4_ » » » » BAR SHOWN FOR CLARITY). #5 t 8 x18 -- 4-#5 20 x20 - 4-#5 elk HOOK VERTICAL WALL REINF, AT •'. '' FOR 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. 20"0 - 4_ 5 20"x20» _ 4- 5 " " - 8-#5 TOP OF WALL INTO CONC. TIE 22"0 645 22„x22" 8- 5 24"x24* J Q BEAM OR CMU BOND BEAM, IF PLAN VIEW AT TYPICAL 77; 24 0 - 6-#5 24 x2 8-#5 3 z WALL TERMINATES AT STAB, �.•�J•:: ar U- HOOK REINF. INTO SLAB. ''i�� WINQOWZDOOR OPENING w 0 CL Vi (n 251uuj a '"N a w z w FILL ALL CELLS�SOLID 0-w J,V)o WITH .GROUT THAT 2 CMU JAMB REI N F'ORCI N G 3 TYPICAL H ORZON TAL CORNER SPLICE , 4 TYPI CAL CMU LIN TEL A 5 TYPICAL , VALID CMU PILASTER SIGNATUREO S IN BLUE INK REQUIRE VERTICAL �o S2 0 AND RAISED SEAL z REINFORCING AND ALL yy S2.4 S2.0 52.0 TED CELLS BELOW GRADE, I 0 JOINT REINF. V) REVISIONS B' l Or AT 16" O.C. V • CL Uj Qwtn �(n t J V)(�j a V) DWLS. TO MATCH '' 11/2", VERT. EDGE DIST. SIMPSON M8HA FIELD ALTERATION NOTE 0 VERTICAL REINF, '-"' "" """ TO hTEN SCREW. FASTENED TO A CONTACT 0 (TYP. U.N.O.) 44 CONTRACTORSH LL CON c LO MASONRY WALL 8 CMU WALL w 5 VERT. I � � ♦ PLAN SECTION �• " � � PONTIGO ac ASSOCIATES PRIOR T• SIMPSON HUC410 T&B w/1-ATR • MAKING ANY STRUCTURAL FIELD • w/ STD. 94 HOOK INTO FOOTING 8" CMU WALL w/ #5 VERT. MODIFICATIONS WHICH MAY VARY FI _ ►� CLEAN OUT HOLE FASTENED TO CMU 3/4"x8 EMBEDMENT ' . THE INTENT OF THE ORIGINAL a-w Lo v AS REQUIRED. " 3 " ALIGNED w WALL REINFORCMENT , " WALL w/18-3/ AND TO JOIST t� w/ STD 90 HOOK INTO FOOTING CONSTRUCTION DOCUMENTS. ANY F! 00 'a V)0 d 8 CMU WALL, �� x2/4 z ABOVE, SEE PLAN OR SCHEDULE ALIGNED w/ WALL REINFORCMENT ALTERNATIONS MADE PRIOR TO BEI TITEN SCREWS AND TO w/18-10d NAILS. ABOVE. SEE PLAN RE SCHEDULE APPROVED BY LOU PONTIGO do WALL FOOTING JOIST w/10-10d NAILS. FOR SPACING. � ASSOCIATES MAY RESULT IN SEE PLAN. / g z FOR SPACING. ADDITIONAL ENGINEERING OR INSPECTION FEES, HIGH HT. GROUTING NOTES:, FASTEN 2x8 P.T. SYP 2 SECTIONWALL � 1. MAXIMUM GROUT POUR HEIGHT SHALL � " CONNECTOR A CONNECTOR • WINDOW/bOOR BUCK TOB SIMPSON HUC410 SIMPSON MBNA BE 12'-0", CMU w 1 " 3 SLAB ON ` J /4 4x2/4 TAPCONS GRADE OR CONC. . ,,�___ / GRADE, N STEP, 0 24" 0 C INSTAL. 3 MIN. SLAB, SEE PLANtNE\ . ' a' ;� a' / SEE PLAN. SEE' ARCH. `QW HT. GROUTING NOTES:_ 2. IF HIGH LIFT GROUTING IS USED, REINF. CONNECTOR NOTES. . . . • \/'/ ; 1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT EACH SIDE' 1. CONNECTORS TO BE ATTACHED TO FULLY GROUTED CMU WALL. i � Jt �`�'�/� � � SLAB ON I BAR SIZES #3 THRU #5. HOLE IS REQ D, AT CELLS WITH REBAR. •. , • o :' GRADE, 2. ATR IS ALL THREADED ROD. /� a• \j y" . • SEE PLAN. ' GROUT UR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS 2x8 P,T, SYP#2 `� f •. / \ s z 2. USE 5'-0" G OU PO ALT. f00TING AT '-"""x"10 Z BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. JWINDOW/DOOR BUCK 3. MBHA SHALL BE INSTALLED w/ATR USING SIMPSON SET BUILDERS DISCRETION. EPDXY-TIE 63/4" MIN, EMBEDMENT REQUIRED. ATR TO BE 3/4" x " " 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL 8" LONG, GRADE A307 OR BETTER. 76 x20 20 (MI WIDE DEEP CONCRETE FOOTING AGROUTED (MIN. 12" DEEP AT LOW SIDE) Z NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND CELL SIZE. CELL SIZE. t 4. SKEWED CONNECTOR OPTION IS AVAILABLE FOR BOTH HUC410 w/3-#5 CONTINUOUS AND BAR AND MBNA. INSTALLATION IS SIMILAR TO DETAILS ABOVE. CHAIRS AT 48 O.C. O � 1 `TYPICAL WALL REINFORCEMENT' STRUCTURAL WINDOW DOOR BUCK S2.q MASONRY HANGERS 8 MONOLITHIC EDGE FOOTING 9 CMU BRC. FOOTING AT STEP--DOWN F- S2.0 SEE 1/S2.0 FOR INFORMATION NOT SHOWN. .. S2.0 S2.0 S2.0 4" CONCRETE SLAB ON GRADE w 6x6 W1.4x W1.4 WWF OVER 6MIL 1#5 CONT. I EXISTING NEW VAPOR BARRIER, OVER F� SLAB ON 1#4 EXTENDED TERMITE TREATED C) . ' X GRADE. STEP, 3' EACH SIDE CIL AN COMPACTED FILL ' s SEE PLAN. N RECESS. \ OF S } SEE ARCH. (TYP.) " THICKENED EDGE / a STEP, SEE „ " SEE GEN, NOTE FOR EPDXY w/ 1-#5 CONT. " Q 8x8 ARCH. DRILL 6 AMD EPDXY SPECIFICATIONS. APPLY IN L (4" MAX.) EQUAL TO SLAB 1-#4x1'-6" HORIZONTAL STRICT ACCORDANCE WITH • 1 T N " THICKNESS. WALL WALLwow DOWEL O 24 OC (TYP) MANUF. INSTRUCTIONS. 14 THICKENED SLAB O 1 1 B CSD 1 AB - RECESS NEW -.SL6B -INTERSECTION V EX * SEE GENERAL NOTES 12 SECTION (y) S2.0 FOR EPDXY SPECIFICATIONS. TYPICAL WALL FRAMING APPLY IN ACCORDANCE WITH S2.0 SCALE: 4/4" V-0" ' AND ANCHORAGE PER MANUF. PRINTED INSTRUCTIONS #3 DOWEL (2CI" Lc) CONSTRUCTION SPECS.\ ® 16" O.C. VERT. ' TYPICAL WALL FRAMING DRILL & EPDXY TO STEP, SEE ARCH. PLAN. SLAB ON AN ANCHORAGE PER � EXISTING CMU WALL i GRADE, T/FTG. EL. CONSTRUCTION SPECS. (MIN. 4" EMBED) 1 / • /, '+ /�'� SEE PLAN. MATCH Q EXISTING 2-#5 CONT. SLAB ON 3/4" DEEP SAWCUT w/ SLA® ON GRADE. / ! % _ !' / GRADE ,~ -< / ELASTOME IC SEALANT SEE PLAN f D SEE PIAN. „ .► \� \ T TT REINF. . \/� // ;,f. :._,i. ( SHEET INDEJ 8 x16 THICKENED " *ADD (2) #5x3'-0" CON BO E _ w/ 2-#5 CONT. 3 ~'�- (SEE FTG. DETAILS) � � \� \ 8"x16" CTR'D DRILL do EPDXY NOTES. \ \ GROUT (6 MIN.) INTO 1) PROVIDE SAWCUTS TO CREATE 8"x16" S1.0-FOUNDATION EXISTING FTG, APPROXIMATE 20' X 20' MAX. SO. EXISTING CMU & FIRST FLOOR FRAMING PI 2) SAWCUT CONC. SLAB WITHIN 4 T4 12 WALL. ,0 MONO. FOOTING AT STEP--DOWN „ EXISTING FOOTING CONNECTION 13 HOURS of CONC. PLACEMENT. SAW CUT 1s SECTION S2.0-CMU FRAMING DETAIL' s2.o " _ ,-0" s .o SCALE: 3 4" t'-0" 15 GEARING AT INTERIOR a 52.0 SCALE. 3/a 1 SECTION / DETAIL S2.o SCALE; 3/4" = 1'-0" I \,S . t Do not scale dimensions from the drawings.If a dimension is uncle( refer to the Architectural drawing 9 + t contact the E.O.R. i SUBDIVISION LOT UNIT BLOC t • CUSTOMER PLAN NAME DODARO RESIDENCE DESIGN/DRAWN/CH ECKEE AOB/ JST LAP DATE 03.13.07 ' SCALE Y AS NOTED JOB NO. SHEET ro�� i 0X 491 ` �*.�J'f V�ii 7 LJ�,�-CH, F r ����22�•758