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WIMMELELLUW JAL I 1,c Lj DOOR JAMB (REFER 1X14 1/2' DRYWALL DOOR JAMB (REFER 1X4 F 1/2"DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1X4 X 4 1/2"DRYWALL TO SHT. SDW2-K1 P.T. — TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 3-1/4" LONG X 3/16"0 X 4 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2' LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING 1" DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16- O.C. 2-ROWS INTO —1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL— MASONRYTHROUGH 3fl DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. I'D x t 3/16"x 3 -1/2' TA P CO N TAPCON @ 16- C 4 FR O.C. & 4" FROM 0 1X4 P.T. 3/16" x 3 -1/211 DOOR JAMB (REFER 1X4 1A1 1/2"DRYWALL DOOR JAMB (REFER EACH E EACH END W/ MIN. ND V� DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR K1 FOR F TO SHT. SDW2-K1 2" EDGE DISI 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS ,)6 FOR CONN. DETAILS 1 Od @ 12" O.C. 2 C. 0 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 3/16"0 X 3' P T 'I., . -2x P.T. AS REQ'D )yq p T 2X8 P.T. 4S LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4"TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK A 2 x 8 45 DIAGONAL (4) 10d NAILS INTO \ BRACE(S) 2 x 8 BRACE/ BLKG. 7/16"OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA7 SCRIBE (NOTCH) ,Q BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB yz ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2"THK. OR MORE BUCK WITHIN 6"MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24' 9 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - 12 SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' PER INSTALLATION DETAILS 0 4 ANCHOR INTO ARCH BLKG. -0 _1 zn 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4"TAPCON (11/4" MIN. EMBEDMENT INTO /4"MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK F 2 x 8 VERT. W/ (2) 1 Od f 1� NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TK&z. INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL �-2 X 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK 13-13 SCALE: N.T.S. 1\1 �S GLASS BLOCK INSTALLATION NOTES LO A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY to AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE"S"OR"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS E IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING 9 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL 49 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. E LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. co PRESS PANEL REINFORCING INTO PLACE. ZO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE �02 WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2'-0" SECTION A -A 2- 78- 1/4"x 3 1/4"TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 1-2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8' EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4' MIN. OF START OF ARCH START OF ARC EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 1/4! 1 9 ga. PANEL L�5PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP MAX. 8" PROPER INSTALLATION tFILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK 0 ±5A NOTCH WEB AT FIRST 2 COURSI -,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4'xl 1/2' SDS SCREWS & (5) 1/4"x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. JACK TRUSS PROVIDED BY SEE 12 TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24"O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 'A 0 24 O'C ING A - FTACHED CHEDULE GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2X4 #2 SYP @ 24- O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" O.C. L SECTION @ ENTRY SCALE: 3/4" V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FILLED CELL PER FOUNDATION PIAN 6R YP.) rHE :S # 10�v 0 # 0 0 + 774% + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TOTRUSSTOPCHORD 'r/y z—PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT SOFFIT + CENTER SOFFIT %j SEE ELEVATION FOR OVER HANG J— (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4"= V-0" I\, �S W.W.M. AT PERIMETER SIMPSON HTT4 W/ (18) 1 Od X 1 1/2" NAILS TO STUDS & (1) - WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD OCCURS TOP WITH MIN. 3" EPDXIED W/ SIMPSON "SET" COVER V-0" F.. EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE A' 47 GIR 1� DE Cn z N � \--,—(2) #5 REBAR. MIN. 3" 16" MIN. e COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" #5 REBAR (TYR) D. 90- HOOK (TYP.) SCALE: N.T.S. R Rr-F:.RHF:;:T 112 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4"= V-0" cr z 0 �2 2 U_ 0 LU B @ FIRST COURSE 2-x BOT. PLATE W/ (2) 10d @ 6" O.C. >,I ATTACHED WALL SHEATHING TO 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK tBE C LA C JO S11 H RETROFIT FOR MISSING EMBEDDED STRAP SS) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� 1k OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. V-011 51-01t Al-f INISH FLOQ 1 1:7 % v > t, . A t, t> #5 BAR 0 CENTERED W/ IN TOP --- KNOCKOUT/ I 1=�i I I I CHAIR BLOCK MONO FOOTING SIZE AND REINF, PER PLAN AND SECTION DETAILS CLEAN FILL t> t, t> DIRT STANDARD 917 HOOK #5 BAR IN FILLED CEL j STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS 1 SCALE: 3/4"= V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM, DRILL 3/4"X5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5X6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY _J— EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6' IN CONC. FILLED CELL I "I 4- SAW CUT SE CTION SCALE: N.T.S. 0 Cn 0. (D < __j 0 a 2f V) 0 C (1) C—/) 4--J LU 0 Uj th = \/(a LU Go tm W 0 aid Al I BID. *I 'r 12:1 ozo Cn a! .j u- vi SP 1�: g A� au t CA Z 0 '91.4< � a Z5 /W S LLM �jq, M Nj ........ 0 M 3 us z R)r 0 W/ 5\0 R \0 OFES To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings complywith the 2017 Florida Building Code - Residential 6th Edition. Engineses signalmns and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 4U00 0H § 2. EgE-. 8 & 8� � �N!j 0 0 W z 0 'a M < 0 z < g! 0 -2—! 110 LLJ U tn 1 1171114 9 -;i .120 P P 196 C'4 Isl;z Uj E, 00 V- 10 � 0 Z Z Uj 04 Ln Lli ILILI < 110 C'-4 < Z z t5 0 CD C� Z :5 Uj r_1 O_ ul E SCALE AS NOTED DATE 11/2/2018 TECH: KFWER VERSION NO 42 SHEET NO. SS