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1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 �112" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. _J___ TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS __ MAX. 8" PROPER INSTALLATION � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' PLYWOOD DECKING GLUED ATTACHED SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"� FURRING ETAPCONS 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR% AN AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGEREDElix8l STAGGERED @ 16" X8 (TYP,) ` BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH ff 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL STD. 90° HOOK (TYP.) STD. 90^ ` 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB REFER EACH END W/ MIN ( 2" EDGE DIST. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS / 10d@12 O.C� 1 X 4 _ — � � FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS ' + NOTC7NE FIRST COURSE _21/4xl USP HGAM10 @ 12" O.C. w/4-SDS 1/2" SCREWS INTO BAND 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` EDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4�� DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES `, BOIL SBINT)O K.O. BLOCK ,' BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID WIGROUT 1 X 4 FURRING A SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 24" , BLOCK HEADER TAPCONS a 1/2" DRYWALL '- * _ (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1"' NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4) a' X 1 T" WEDGE BOLTS [ (1) STRAP =1225 # , ° x (4) 10d NAILS INTO BRACE'S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#1) 7/16" OSB TO BE INSTALLED BOND BEAM ORM CAST FOR OVERHANGS BETWEEN OVER 1 1/2"IN BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PLACE BEAM CONTACT ENGINEER OF RECORD FOR ° FURTHER INSTRUCTIONS. , •° .• SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS • BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 PROVIDE TAPCON WITHIN ARCH FACES W410 INTO ARCH BLKG. PER ()d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x 0� (2) 10d NAILS @ 8" O.C. FRygN ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + OTy PLYWOOD SHEATHING 11_1' 51_ O)) L JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31l4" TAPCON (1 1/4"MIN. g-g ROOF SHEATHING ATTACHED + REQUIRED > EMBEDMENT INTO ) PER NAILING SCHEDULE ALL PPORT ° ►.. /4" MAX _ 2 8 TRUSS + SOFFITO + ° �:. �; o ,� D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + � 10" ° 6 ° ° CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP .. s ° "� IN TOP KNOCKOUT / N EACH TRUSS • ° ° CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK @ x 8 VERT. W/ (2)10d CONNECTOR �• -- - --, i, i d • NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING •� VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS ° SIZE AND REINF. PER PLAN �- ' BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 e 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL .> ° DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL s�'. °ffTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN " HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL • �. • '. • ' �' • ,. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ' • s • ` j •� • : •, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" .; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND e-g MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" \111SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED 3 PER PROJECT, CONTACT ENGINEER OF RECORD ( ) B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS SILL. C) SET A FULLLL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 1 r EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0� \ 5" EMBEDMENT & 3"MIN. ` o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F• EDGE DISTANCE \ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP �O v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °, n LU a A REINFORCING AS FOLLOWS: f - ¢ U) 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pp e r U_ CL * PRESS PANEL REINFORCING INTO PLACE. ° v z #5X6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL o g EXISTING FOOTING ¢ - 2-#5X6' IN CONC. SMOOTH. DO NO FURROW. ° :° N FILLED CELL ° DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT X¢ GRADE o. o SET BAR IN EPDXY FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE O REMAIN FREE OF MORTAR. NOTE: z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' 2 #5 REBAR. MIN. 3" ( ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C� Log z Cl) CD z co J a z C� cn 4--w U — w 0 1- � o U 0 a)M LU ' 8 C) (6 M 0 as W- = N fir:.: Q) L LL a0D ! CY u1 O� QCL 0, Qo A, NCBDC i�FA r/1,1;1? B D r r �� � cc,° LL Z = E s QNa� W �ll11111101 OU U0 ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 Z NO 0�N U0 •5 M C) M Q V) (0 Ln a (Alz •L d- 2: w Q U a f- . r^ Q U a00 § Z � WJ C:) d' w� za ZZ� w¢irtr �z$o OOct:V LLI w M2�w u, r•I a i- z o N 0 fZ M U = w f J , - W X86 Ug ! 0 gNF Q 'z Z ^ w� 0 $3-0 z LU � <as6�Z rl LULij Q z�z o Z L 8 .-•� Z o g = �z uj SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO" 10 SHEET NO. SS