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1 5/5, 5/5' REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: —A 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 (1) LAYER FOR SLOPE >_ 4:12 2ND FLOOR VERTICAL JAM SOLID AREAS ARE SOLID AREAS ARE SEE ELEV. PRE-ENGINEERED WOOD TRU55EB 6 24' O.C. 1/2'MINIMUM CEMENT FINISH TYPICAL G.M.U. WALL 5/8'DIA. x 8' J-BOLT5 AT 6-314', 41-3/4', Ill AND 96-3/0'AIBOVE F1 STEEL AND GROUT F1 STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR. ALL J-5OLT5 WILL BE IN FILLED CELLS (2,000 INTERIOR SAW CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL &x8xI& BLOCK DOUBLE 2x4 5PP. TOP PLATE STANDARD 3' DIA. TEE 3/4"FURRING 6TRIF5 P61 MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT 1/5' STUCCO FIN16P PER ASTM C. 92(o APPLY 3 LAYERS REQUIRED) TO PROVIDE A FLU514 MOUNTING SURFACE. THREADED 3' DIA EXTEN510 WALL 0- W1 TOTAL TPICKNE68 1/8' OVER METAL LATH. FIRST 2 HORIZONTAL JAM55 DO NOT TRANSFER LOAD. LAYERS 3/8' THICK EACH. 3RD LAYER 1/5' THICK (SEE 1/2' GYPSUM BOARD DOOR OPENING *YDOOR OPENING__**�DOOR OPENING—ll SCREW OFF CAP & DIA.) WI DRYWALL NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 4 WALL CRICKET AS FOR CLEAN -OUT 5CREW56 8' O.C. OR 4d DRYWALL NAILS < EXTERIOR-J/ REQUIRE DOOR STOP WALL 4 4 .4 MOLDING U5P SPT24 EA. STUD Zf < 44< MIN. EXTENBION FROM EXTERIOR GARAGE 1/2' EXTERIOR GRADE DOOR FACE OF 5LOCK WALL 15 11/2' SHEATHING FASTENED TO MAXIMUM EXTEN51ON FROM 2x(o P.T. 15T COARSE 2ND COARSE 3RD COARSE TRU65ES WITH 8d COMMON WIRE EXTERIOR PACE OF BLOCK WALL TO DRAIN NAILS im 4' O.C. BOUNDARIES, III BLOC ING (TYP.) 15 2 1/4' MA50N TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE O.C. EDGES 4 8' O.C� FIELD COARSE BELOW. EVERY THIRD (3f;ZID) COARSE THE 11' DOOR JAMIS WALL 15 TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS -6 16' O.C. (2) 2x4 PT STUDS UND& WALL GLEAN —OUT t-1,450NIR�T' LAT-OUT CARRIER/GIRDER TRU56 5 LE: N.T.S. CA 4 DOOR TRACK—/ SCALE: NT_6_ W/MOUNTING ANGLE �J-4� Sol" AN NOTE. REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR U6P HTA20 .9 EA. STUD — I = I fREFEIR TO WINIDOW FiROFDUCT APPIROVAL INSTALLATION INFORMATION PER MANUFACTURER. I — MAIN SPAN 5HEET5 FOfR INSTALLATION INFORMATION 5Y M015TURE BARRIER ROOF TRU55 MANUFACTUfREIR. 8"X8'XIll K.O. BLOCK W1 1) s UPLIFT CONNECTOR T'�'FIGAL GAIRAGE DOOR 5UC;K (SEE SCHEDULE) CONT. AND FILLED W1 GROUT T'�'FiCAL 5ECTION T�4fw,:U W1NFD0UJ SCALE.- N.T.S. 4 (1) 05 VERT. IN CONIC. FILLED (CELL W1 6TD. 90' HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON -SHEET 5NI ALT. <NEEWALL ABOVE MA50NRY WALL DETALK E� FOR UNDERLAYMENT REQUIREMENTS 4 PROVIIDE- SCALE. N.T.6. 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRU55 50TTOM CHORD OR (1) LAYER FOR SLOPE � 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED -7 2x4 BLOCKING W1 (2) I(od TOE SEE ELEV. PRE-ENGINEERED WOOD TRU5SE5 6 24' O.C. BLOCK W1 (I Ts FOR CONCRETE PLACEMENT NAILS e EACH ENID UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 5PF. 02 TOP PLATE 2x S.F.F. STUDS 6 16' O.C. CRICKET AS REQUIRED U5P 5FT24 e EA. STUD 1/2' EXTERIOR GRADE 6HEATPING-,/z FASTENED TO TRUSSES WITH 86 COMMON BLOCKING (TYP.) WIRE NAILS 6 4' O.C. BOUNDARIES, 6' O.G. EDGES $ a' O.C. FIELD 5TD. c3d HOOK LINTEL 5EAM W1 (1) 05 CONT. IN OPENINGS GREATER THAN l WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) 05 VERTICAL SEE FIDN. PLAN FOR LOCATION IN I i 0i 2'x 5UILT-UP COLUMN DOUBLE 2x TOP OP SPLICE PLATE 18-IOCI NAILS 1�2-1&d ROWS 10d 6 3' O.C. (14 NAILS TOTAL) 2x TOP PLATE NAILS 6 24l OR _1tjEQUAL TO TRU85 50TTOM 2x CRIPPLES 6 IV O.C. 5/8'DIA X ITEPDXIED ATR _ CHORD OR BLOCKING ===J W/ MIN.'8' EMBEDMENT 2x STUD a 241 loci a, O.C. O.C. MAX. 2x BLOCKING 6 EACH END W1 lod PROVIDE F.Ar-, NAILS OR 6 4' O.C. FROM EACH HEADER 2x P.T. PLA I E - EQUAL 6 12' C.C. FACE TO BLOCKING "'�_�(2) SEE A/53 FOR STAGGERED FROM 50T. PI ATE TO CONCRE TE 2x HEADER PER PLAN NOTE- UPLIFT= 31810 (5YP *2) 31050 (6F)F) REINF. INFO. I ��2x BOTTOM PLATE W1 (1) 10d 6 8' PLATE LENGTHS MUST 5E .4 VARIES O.C. TO EACH HEADER FACE AT LEAST 8'-0' LONG. (TYP.) E30TTOM SPLICE NOTEE& TYPICAL INTi--IRIOR NON- OVER STUD U5F HTTI(60 FILL LINTEL AND ALL CELLS A50VE LINTEL. 5E,41RING WOOD FRAME WALL 2 x (I 0-11N.) FfR),X-1E (I N U5P 5FT22 a EA. 5TUD NOTE: FOR 5EAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION WALL HEADEfR DETAIL TOF FLATE 5FLIGE DETALI�� 2x P.T. PLATE FORT a EACH VERTICAL RE5AR 4 DIRECTLY A50VE THE LINTEL. SCALE: N.T.6. SCALE: N.T.S. SC:.4Lr=: N.T.S. SCALE: NT5 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACE[) F= 2240 LBS NOTE: EPDXY TO BE 51MP5ON 5/0' x 10' 'J' BOLT -s 24' O.C. MAX Z TRUSS PROPERLY. SET-XP OF, EGUIVALENT W1 0' EMBEDMENT U . PLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. U510 USP &'Xa'XI(o' K.O. BLOCK W1 (1) 05 MOISTURE BARRIER OPENINGS LESS THAN OR EQUAL TO &'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON CONT.AND FILLED SOLID W/GROUT FLOOR PLAN. (1) #5 VERT. IN CONC. FILLED CEL T'T-FIGAL FILLED LINTEL 455Et'�5LT' W/ 5TD. 130* POOK IN KK,.O. BLO SCALE: N.T.S. � �-4 KNEE WALL A50VE MASONRT' WALL DETAILK'F�� SCALE: N.T.5. HEADER SUPPORT NO. OF JACK5 4 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x(o WALL STRAPS JACKS STUDS JACKS STUDS 61ZE (U.N.O. ON PLAN) EA ENID EA ENE) EA ENE) EA END (1) (2) 1 (1) (2) (1) USP L5TA30 41 V (2) (3) (2) (2) (1) U5P L6TA30 (3) (2) (3) (2) U5P LSTA30 U6P 5PT4 5PT24 USP 6PT4 5PT24 USP SPT4 ROOF TFRIJ68 AE30VE 7E. 2x TOP PLATE BLOCKING 2x 2x 5TUD5 a 24- O.C. OVERLAPPING ------------------- 2'-0' v NAILED EV8'xI0' 'J'5OLT INTO (2) I(od TOE NAILS lod NAILS e (01 O.C. 24' O.C. MAX. TRAN50M EA. BLOCKING MIN. (2) PER /-2x P.T. TRANSOM FRAMING FRAMING STAGGERED 50TTOM PLATE WIDTH OF OPENING VARIES FORM CONCRETE IN5ET TO CREATE A 6OL11D 5A5E FOR BLOCK CONNECTION (SEE PLAN) SECTION PLATE SEE SECTION AA/61 AND 55/51 FOR m 2x8 WALL A50VE WALL A50VE. 1/2'X'a 1/2' PLYWOOD 19A 11 ADDITIONAL DETAILS ENTRY 8CRAP MATERIAL�--\ A SEE FLOOR PLAN NOTES \ I @= USP 5PT22 K.O. BLOCK W/ < ME FOR REQUIRED CONNECTION . \-USP 6PT4 RECESS U5P 6PT4 U5F SPT4 - J-5OLT5 -8 24' O.C. MAX (1) 05 CONT. 4 FILLED - LLJ (2) ROWS 12d NAILS STAGGERED 12' O.C. EACH PACE LINTEL 5/8'XIO' J -BOLTS CD OR (3) ROWS 12d NAILS STAGGERED _2x P.T. PLATE a 21-01 O.C. MOUNTING BASE NOT--_ 5HOtLN FOR CLARITY MOUNTING ]BASE SHOWN IN FOW CREATES CONCRETE RECE58 TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 12' O.C. FOR 2xI0 OR GREATER HEADER A. A . 2X8 PT BOTTOM PLATE '' MASONRY WALL SEE DETAIL BELOW POSITION FOR WATER 6HED. 2x CRIPPLES -s _,z I I \ t I EAT FOR BLOCK 15 POURED 2x(o MOUNTING BASE KEEP STIFFENER BACK FROM 51DES ENOUGH IV O.C. W1 (2)12cl IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASON$ TOOL$ TOENAILS T/5 �/O'AO' 'J' BOLT -9 24, O.C. MAX. GARAGE FLOOR BLAB TRGOEWtEL FINISH SEE xaxl(o C.M.U. (2) 2x HEADER (SEE PLAN) U5P SPT4 C U-SP U8P (MIN. (2) PER BOTTOM PLATE) 5PT4 �ERAL NOTES (THIS 15 A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY SPT24 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED ENE) INTERIOR HEADER SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMEN51ON5 OF TH15 DRAWING.) (1) 2x BILL PLATE W1 10d NAILS 6 4'O.C. FOR DRAINAGE 10d NAILS 6 (2)12d TOENAILS. 5TAC-6EREID 10d NAILS (01 O.C. GARAGEFLOOR GAIRAGE ENTRT' FOIRM DETAIL 8' O.C. TYP. BOX EXTERIOR HEADERS A STAGGERED HEADER (1) 2x BILL PLATE W1 TRANSOM FRAMING SCALE: N.T.5. 2x JACKS (SEE ONLY (2)12ci TOENAILS. OPENING BEYOND. GARAGE DOOR RACK MOUNTING BRACKET TABLE ABOVE) LARGER THAN 4 FT (2) 2x BILL W1 MP3'CLIPS NAILED INTO TRAN50M L MOUNTING 5ASE :.)ETAIL PLATE FRAMING PLYWOOD 7,3 SCALE: N.T.5. ........... 6 EA. SIDE TRANSOM FRAMING PLYWOOD FASTENED TO TRU55E5 0 SHEATHING A w ..... GARAGE DOOR ROLLER ARAGE DOOR TRACK BEE SECTION AA/51 AND W/ 86 COMMON WIRE NAILS e 41 O.c. : L SEE PLAN FOR FOOTING .................. CONNECTION A55EM5LY .... 2x STUDS (SEE TAB LE 55/51 FOR ADDITIONAL V - BOUNDARIES, 6' O.C. EDGES AND DIMEN51ON5 ........... ............ DIRECTION OF GARAGE .... ABOVE) DETAILS X, 8' O.C. FIELD ................. DOOR TRAVEL U5P HTTI(o TYP. U.N.O. u5P o PLYWOOD GAfRAGE ENTfRY PINIS�4ED MAeONfRY DETAIL rf id I x SEE N/64 SPT2� SHEATHING SCALE. N.T.S. I F.T. 50T. PLATE REG MCIA LINTEL 5PT4 MASONRY U510 WALL BELOW o-5/8'XIO' J-50LTS 6 24- O.r. MAX. (MIN. (2) PER 50TTOM PLATE) HOLD DOWN CONNECTIONS 6PT4 NOT REQUIRED BEARING ALTERNATE: WALLS WITHOUT UPLIFT A A 5/8' D IA ATR EPDXIEI-_) 50TTOM OF MOUNTING B E POURED CONCRETE 5A5E FO TO 5E VA15OVE FINISHED .4 2X8 P.T. BOTTOM MIN. (V INTO BOND IBEAM 24' O.C. BLOCK WALL. RECESSED GARAGE FLOOR .SPACE FOR GARAGE DOOR WALL HEADER DETAIL PLATE AND WATER 5HEID FORWARD TH16 DRAWING. SCALE: N.T.B. FRAMING� DET,41L5,450VE ENTRY f=AfRTIAL INTEfRIOP, ELEVATION 5/&'xlO' 'J' 5OLT5 e 241 O.C, MAX. 6CALE: N.T.8. (MIN. (2) PER 50TTOM PLATE) SIGALE: N.T.5. — --------- DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Floll 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 0 0 V) Ln 50, C.D III -: M zV) LL z 00 < w Z CD C) x Lu < F— LU Lu 0 V) --T < IL Lu z 0 Q 0 n Zu V) Lu < z co Z (>1 F— 00 0 L0 (y) V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = Il 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IFF IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. @2DI 9 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUr WRfl7EN CONSENT FROM I CORPORATION. 02019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PRO ERTY OF DANSCO ENGINEERING, LLC AND THE C LENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTIOI4_ 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01-09-19 1 J02 ROOF UNDERLAYMENT REV. VERSION NO. 1.02 01.09.19 Cn V_ C= z Lu --s uj z Lu ("t) 21 Z3 * * :D z uj El SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390079 DATE ISSUED: 01.16.19 DRAWN BY: LF REVIEWED BY: TH ilI�I r- 0 LO 0 1 CN 00 CN LO