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(1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 (2) LAYERS UNDE54-AYMENT FCR ROOF PITCH <4:12. f + 12 PRE ENGINEERED WOOD TRUSS * 24' O.G. UNA. _ ELEV. VARIE5 HURRICANE ANCHORx * EACH TRUSS I" 2" FURRING (tYP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA, TRUSS I" x 6" ROUGH 5AWN CEDAR _(2) LA YERS 1 x24 PROPRIETARY OISTURE BARRIER �45. 12' U.N.O. 2x4 SPRUCE 5U8 FA561A TYPE 'X' GYP. PANELS OOF COVERING 12" ALUMINUM INSERTED BETWEEN 2' FLOOR 4 Ix2 P.T. NAILER VENTILATED SOFFIT CLG. RUNNERS W/ 2' STEEL H 111W OSB. MIN. SEE ROOF NAILING STUDS BETWEEN ADJACENT SCHEDULE ON SHT. SNI ,4LTERNAETE: F,4SCI,4 PAIRS OF GYP. PANELS. _ ELEV. '✓ARIES HIGH STRENGTH CD • " 2X4 BLOCKING • 48' OG. MAX 2X4 BLOCKING W/ (2)10d TOE CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SCALE: 3/4 =1-0 ALUMINUM K.O. BLOCK W/ (2) lbd TOE NAILS * EACH NAILS * EACH END GYP. BOARD OR % WALL DRIP EDGE FIRE CAULK BOARD (OR V GYP• ALUMINUM FASCIA ON�EASIDE OF WALL NOT STAGGERED 4 D TO ROOF 15 IN ROOFING FELT TYPE X •GARAGE W/A SHEATHING � 2 CLG. (SHINGLES) HABITABLE ROOM 2x4 SUB FASCIA (1) ROW 2x BLOCKING * MID 2X4 LEDGER +� 48' OVER PARTY WALL 2X4 LEDGER * 48 O/C MAX 7/I6 O.S.B. SHEATHING U.N.O. ABOVE) W/DRYWALL 1 UX0. 1/16 ObB. SHEATHING U.N.O.VERTICALLLY NAILED TO RUNNER NOTE: HGt. FOR WALL HGT. s 8'-6'. O/C MAX � FIRE RESISTANT OSB 1/16' 2 ALUM NUM TRUSS WEBS W/(2) 8d (TYPE SCREWS � i' O.G. CEILING SEE SECTION G/S3 FOR (2) ROWS 2x BLOCKING • 3rd VERTICALLLY NAILED SHEATHING 4' ON EA SIDE of VENTILATED SOFFIT 15 LB ROOFING FELT (SHINGLES) 4 8' O.C. WALLS ADDITIONAL INFORMATION PTS FOR WALL HGT. > S'-6'. t0 TRUSS WEBS W/(1) PRE ENGINEERED WALL NOT STAGGERED OVER 8'x8'XI6' KNCICIC-OUT 1/2' GYP. WB (MIN.) *GARAGE ad (TY) 2X4 BLOCKING * 48' O.C. MAX W/ (2) lbd TOE ROOF TRUSS * 24' PARTY WALL R30 MIN GATT OR BLOCK W/ 145 CONT. USP 6FT22 CONNECTOR SIDE IF APPLICABLE. PRE ENGINEERED NAILS *EACH END 4 GLUED TO ROOF O.C. MAX FILLED SOLID W/GROUT 1 SHEATHING BLOWN INSULATION 2fd' MIN LAP 2x P.T. PLATE 5/8'0 EXPANSION BOLT * 24' O/C ROOF 1RUS$ * 24 2' CLG. RUNNER W/ 5' EMBEDMENT (MIN. SHEAR O.C. MAX FIRE CAULK" MIN GAP /A\ SEE LAP SPLICE DETAIL SPACE ANCHOR BOLTS BURN CLIPS AS PER FIRE WALL lx2 P.T. I-�IORIZONTAL ' C.M.U. TYPICAL. 3500�, MIN. TENSION 1600�) SIMPSON RBC � 36' O.G. W/ 6-10dx1 I/2' � SPECIFICATIONS NAILED NAILER OR #4 REINFORGIN6 BAR 6' MAX FROM END OF b x 6 WIA x U.4 NAILS INTO TRUSS BOTTOM 2' x PLATE WWF OR FIBERMESH R4 r CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN INTO TOP/BOT. PLATE ONLY a STD. 90 HOOK (SEE TYPE 'S' MORTAf? 03 4 *4 LAP SPLICE D ° 1> � (2) LAYERS 1'x24' PROPRIETARY SCREWS INTO MASONRY. EACH. SIDE OF STEEL 'H' STUD DETAIL) - - - - - -.- ` ` - - - - - �- CLIPS AS PER FIRE WALL MFG. 25' MIN LAP7 ° . TYPE 'X' GYP. PANELS INSERTED R4.1 MIN. INSULATION ONJ R I l/8" 0 �/ / p .. D / / a BETWEEN 2' FLOOR 4 CLG. SPECIFICATIONS NAILED INTO 2x4 ENGINEERED ROOF TRUSS �F- EXT_ BLOCK WALLS ARCHITECTURAL \�\\ \ ; \ �\\�\\. -- RUNNERS W/ 2' STEEL H STUDS LEDGER ONLY s EACH. SIDE OF STEEL - PERPENDICULAR TO WALL • 24' FINISH #5 REINFORCING BAR #5 REINFORCING BETWEEN ADJACENT PAIRS OF H STUD O.G. MAX Ix2 PT WD FURRING * 24 O.C. \� "5 L,4P SPLICE BAR � /\\\ \\\ \\ \\\ GYP. PANELS. 1/2' GYPSUM WALLBOARD UNA. (2) 5 CONT. /�///��//2' FLOOR RUNNER 2 x 4 SYPn xl2' LONG SCAB EACH 2X4 BLOCKING W/ (2)10d TOE NAILS (1) 5 VERT. IN FILL CELLS UP MIN LAP (T 3' CHAIRS W/ 3/I6' DIA x 1 (SEE FOUNDATION PLArI � STD. `J0° NOOK (TYP-) 8 1-4 8 3/4 TAPGONS * RBC CLIP W/ 10d • 3' O.G. (DELAYEACH R 1/D2' HIGH STRENGTH OR 5/8' 16' O G. STD. 90' HOOK ' FOR LOCATIONS) t- ll) LAYER 1/2' HIGH STRENGTH OR 5/8' 2' FLOOR RUNNER W/ 3/Ib' DIA GYP. WB. W/1-3/8' DRYWALL NAILS OR lx4 P.T. BASE NAILER 4'x4' INSPECTION #6 REINFORCING BAR (SEE DETAIL) ` GYP. WB. W/ 1-3/8' DRYWALL NAILS x 1 3/4' TAPCONS * 16' O.G. DRYWALL SCREWS, IN O:C:CEILING, 8' PORT AT EACH *ro LAP SPLICE TYPICAL INTERIOR OR DRYWALL SCREWS 'I' O.G. CEILING, STD. W* HOOK (SEE DETAIL) O.C. WALLS 4 4' O.G. EDGES 3 1/4' BASEBOARD FILLED CELL TYPICAL 8' O.C. WALLS 4 4' O.C. EDGES MOISTURE BARRIER 1500 PSI CONCRETE z MIN 2500 PSI LONG. SLAB RESAR DETAILS SEARING WALL �� UPLIFT 2 x 4 SYP«2 A2' LONG SCAB a EACH 8'xs'Xl6' CONG.IOdOCKOLIT BLK W/ USP WTA20 * END OF TRUSS W/ 10-10d (MIN 3000 PSI CONIC. SLAB SCALE: N.T.S. SCALE: 3�'-1'-0' (1) 5 VERT. IN FILL RBC CLIP W/ 10d * 3' O.G. 105 ROD CONT. FILLED W/ GROUT x 1 1/2' NAILS INTO TRUSS 4 4' SLAB W/ 6xb S3 { - S3 W1.4 x W1.4 WWF OR FOR HERNANDO CO. ONLY) CELLS (SEE FILL EMBEDMENT INTO CONCRETE (NOTE: SIMPSON RBG * 36' O.C. W/ 6-10dx1 1/2' CELL PLAN FOR INSTALL HTA20's PRIOR t0 NAILS INTO TRUSS BOTTOM FIBERMESH LOCATIONS) CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN NOTES: SEPARATION WALL IN THE ROOF PSANELL NG THE PROPRIETARY SCREWS INTO MASONRY. z 2x 5.P.F. 5TUD5 ® Ib" O.G. (TYPICAL ON BOTH FACES OF WALL) SYSTEM PROVIDES 2-HRS PROTECTION (1) 5 VERT. IN FILL CELLS (SEE `! 2x STUD b x b WI.4 x WI.4 NOTES: PER GA ASWI000 FLOOR PLAN FOR LOCATIONS) zww, LOAD BEARING OR I I >� WWF OR FIBERME5H 1) SEPARATION WALL IN THE 8'x8'Xlb' CONIC. KNOCKOUT BLK 2) MASONRY WALL PROVIDES 2-HRS (D 5 VERT. IN FILL CELLS (SEE \\ \ \ EXTERIOR WALL N3 G.M.U. ROOF SYSTEM PROVIDES W/15 ROD CONT. FILLED W/ GROUT PROTECTION PER UL-U905 FOUNDATION PLAN FOR LOCATIONS) b MIL VAPOR // D \/�/�/ ? _ z ° - - - ,6RA� 2-HR5 PROTECTION PER GA \ r \ N — .—�-- a �. BARRIER / D ;.p 4 \ N I I I"x P.T. STUD 2MASONRY WALL _ (D 5 VERT. IN FILL CELLS (SEE N #5 VERT. IN FILLED CELL M / / / / / / / PROVIDES Y WA FOUNDATION PLAN FOR LOCATIONS) /// CLEAN POISCNdED AND 5)� GG/53 OR 1 \\ \\ \ \/\\/ PROTECTION PER UL-UW5 G/53 FOR ANCHOR I 5/8 x 6 EXPAN51ON // \/ (2) 5 REBAR CONT. ON SOIL. (COMPACTED BOLT INFO. BOLT ® 24" O.G. VERT. \ �\ N N TO %% MODIFIED 3' CHAIRS TYP. URA. 31IN. CLR PROCTOR ASTM 01557) OR 5/N3"xb" "J" BOLTS 4• 8' (I) #5 GONT. 4'x4' INSPECTION PORT At 4'x4' INSPECTION PORT AT STD. W, HOOK "U5P 5PT22 TYP. I MIN. bxb WIA W A WWF EACH FILLED CELL TYPICAL bxb WI.4xWl.4 WWF EACH FILLED CELL TYPICAL 1'-41 41 (SEE DETAIL) N 2x P.T. PLATE D ° .. '� .. ° . T1'PIC,4L THICKENED SLr45 EDGE _ - — — _ — -- — . s —.—:_ _— _ _ TYPICAL WALL SECTION j I FINISHED GRADE SEE TYP. WALL SECTION FOR ASSUMED SCALE: 3/4"=1'-O" 53 - - - - r : ° D D e m d e SCALE: N.T.S. T - - - - _ - ADDITIONAL SLAB INFORMATION. /oo D ° \ /\\\\/ /\ CJ3 MONO OR STEMWALL --, FOOTING MONO 5HOWN t. D 61 FOR CLARITY ° R D D' D (2) 5 CONT. / \ \ o (2) 5 CONT. \�/\ / /% PAD FOOTIN6LL AND MASONRY WALL AND \///./� /�/� STD. 90 HOOK STD. WO HOOK NOTE: p ° ' ' \\ \\ \\ \ PAD FOOTING 8 I6 / 8 (SEE DETAIL) 8 WO 8 (SEE DETAIL) (U ROW 2x BLOCKING * MID *FOR 5EARIN6 WALL 8 8 MA50NRY WALL HGT. FOR WALL NCst. <_ 8 -6 . - " PT ROWS 2x BLOCKING * 3rd w/ UPLIFT ONLY EXTEND FILL CELLS ALT. FIRE WALL DETAIL AT COMMON WALL 1,4 ALT. FIRE WALL DETAIL AT COMMON WALL PTS FOR WALL HGt. > 8'-6'. \/% �j\�j\�j\\/% �j/ �j\ �\ GONT. FOOTING STEEL MAT REINFORCING. - \ A �\ SCALE: 3/4 - i 0 CJ 3 SCALE: 3/4 -1 0 CJ 3 • 1/2' GYP. WB (MIN) *GARAGE SIDE IF APPLICABLE. FRAME WALL TO C M_U. WALL CONNECTIONrD ? — 2x P.T. PLATE 1/4' 4 X 3 1/4' TAPCONS * 24' O/C 4 SEE TYP. WALL SECTION FOR 56ALE: 3/4"=1'-O° CJ. 3 w w ? \\ \\ • \\ \\ \\� w * 6' MAX FROM END OF 1 x PLATE ADDITIONAL SLAB INFORMATION. Lou -nj (v 5 CONT. ON 3' 6 x b WL4 x WL4 iz _ tu CHAIRS (TYP.) WWF OR F15ERMESH TYPICAL G.M.U. BLOCK WALL 0 ' - - ° - - -. - - //\//\//\// //\//\ OOTIN6 P.T. 2x4 I/2" GYP. BD. e D GALVANIZED METAL STOP \ \\/�\\ /�\ \�\\� BEYOND U SOLE PLATE HOLD GYP. BD. 5EGURED TO WALL TO RUN PAD REINFORCEMENT MIN. CLEARANCE 112 FROM SLAB D\/�\/ GONTINUOU5 AND LEVEL AT A (SEE SCHEDULE) MINIMUM OF 8" ABOVE 6RADE. FOOLING WIDTH GONT. BEAD SEALANT SEE SCHEDULE E5T. GRADE I LI P,4T I O COLUMN FTC. D E T,41 LrN 8'x8'xlb' CONIC. KNOCK OUT • • -4" 2X 5TU05 ® 24" OL. U.N.O. /i• / //. _ ELEVATION o -O �3 — 8' TOP OF SLAB _ SEE TYP. WALL SECTION FOR SGAI-E: N•T•S• BLOCK W/ (1) 5 ROD CONT. • iT E - ADDITIONAL INFORMATION. IN FILLED SOLID GROUT CONCRETE NAIL INTERIOR Gf�RAGE W K,, EMBEDMENT ® 12" O.G. TYPICAL INTERIOR SEARING \ � �� = T-4' AFR 5TAGGERED, FROM BOTTOM 1/2" GYPSUM WALLBOARD U.N.O. PLATE TO CONCRETE W/ DRYWALL 5CREW5 ®8 O.G. WALL W/OUT UPLIFT �� 1 (MIN. SHEAR 1&0#, RII (MIN) U.N.O. SEE TYP. WALL SECTION FOR SCALE: 3�4'=1'-0' CJ3 ) FINISH TEXTURE �RE,4K MIN. TENSION 120#) ADDITIONAL 5LAB INFORMATION. SEE TYP. WALL SECTION FOR 5GALE: N.T.5. GONT. BEAD SEALANT ADDITIONAL INFORMATION. S3 CONCRETE 5LAB —r z - - - WWF OR FI5ERME5H 8 GONG. BLK � - � `t EXPAN51ON JOINT FORMED U51N6 0 —.- _ _ _ " �4- _Z 1/2" EXPAN510N JOINT MATERIAL 3/4" RECE55 FOR TYPE 'S' MORTAR 6 MIL VAPOR v RI THICKEN SLAB EDGE BETWEEN V RI 5.6D. (U.N.0) (D 5 VERT. IN FILL CELLS BARRIER _\�//\///\/// DOOR FRAME5 A5 SHOWN REFER TO A/S3 FOR (SEE FOUNDATION PLAN 3/4" RECESS FOR 6 x 6 WI.4 x WI.4 SEE A/53 FOR 5.& D. (U.N.0) WWF OR FIBERMESH _ FINISHED CONCRETE LANAI TO REINF. INFO. _ FOR LOCATIONS) �r RECEIVE BROOM FIN15H U.N.O. INFORMATION NOT SHOUIN (I) #5 STEEL (GONT) i 4'x4' INSPECTION PORT AT ON GHAIR5 as $' 8 - - N ? EACH FILL CELL TYPICAL —a-.� 'A To / T• • / N� �, N� +r- °d. \ " /a a• �. i M° A D o FINISH INTERIOR UJ,4LL SL,45 STEP NON-SRC.rK a a' c a n \ ° 4 a \ ° ASSUMED 0 I " a' \'. SEE ADDITIONAL 5LABP. V4ALL �NFORMATION. TION FOR SCALE: 3/4 =1-O 53 46 Id SEE A/53 FOR SEE 53 OR .1 /56 \ / D ° D •//\//\ \ REINF. INFO. 4 1 -4 a (U #5 GONT. 1'-4' N-STORY) A/ '\\ \\ \ /\\ \\ /\\/ �x16 CANT. FOOTING W/ FOR REINF. INFO. / / / / // �/ (2) 5 CONT. ON 3' CHAIR OPTION 01 4' 8' 1 -8 (2-STORY). 8' // SEE TYP. WALL SECTION FOR ADDITIONAL 5LAB INFORMATION. OPT ION 02 6L,45 STEP 4 RECESS fi) S.G.D. M 5EE TYP. THICKENED 5LAB EDGE DETAIL DOUBLE CMU WALL SECTION C ON SHEET 53 FOR OUTER EDGE OF LANAI SCALE: 3/4"=I'-0' S3 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 � g Lu w Zoo >j(� T Z J CD1D aLmy fnN� QOOC�°o, Z � � �rn $. 00 u wLw z o mi %o V) W Z = W - U Q Q LLJ Z Z Q3: Z N Q � v TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLM6 AND SPEQf1CATONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR I I" MPH, 3 SEC. GUST, EXPOSURE -C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = W.18( WIND ZONE rAN EDITION, INCLUDING 2005 6 2006 SUPPLEMENTS(. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. &"7•THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 EN G EER SEAL: DEC 15 zom SHEET TIT SECTION, DETAIL `' ` gAig SHEET INFORMATI6bI: JOB NO.: 27075 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S3 00 Ir- 4t 0 Z _J D m 00 N i LO O T- LO -