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I I I __ I __ I I 1 11 1 - 111!11 11 __! I I I I I I 1 -1 111 -1 - ItIM I I 1 11 1 - - - I I __ I I , M LO LO Lr) ID 0 V) co to cx ,ZE- L0 00 CZ) PO LO LO e 0 :3 Cr 0 C14 Ln :19 a C I -.1 C14 C14 E E 0 v C-11 CL C3- E .2 LZ c14 8 C�. Cq C14 CD C�. 1X4 1/2"DRYWALL "'4 L) DOORJAMB (REFE'*R1x4 1/2" DRYWALL DOOR JAMB (REFER Fix4 F 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT kE TO PRODUCT - TO PRODUCT APPROVAL FOR CONtN. :)NN. APPROVAL FOR CONN. 1, APPROVAL FOR CONN. _\_1 X 4 1 14" _1 x4 P.T 3/16"0 X 3" LONG E FURRING F2X8 3-1/4" LONG X 3/16"0 1-1 E FURRING F`U`R R I N G TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" L1x8 TAPCON @ 16" O.C. & BLOCK@ SPACING 1" DETAIL P.T. O.C. 2-ROWS INTO Im FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1yo 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12- O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N DI 1x4 1/2" DRYWALL x4 DOOR JAMB (REFER EACH END W1 MIN� TO PRODUCT F_ TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/�16" il/2" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/24 F1 x 3-1/2" TAPCON @ 16" i O.C. & 4" FROM EACH *1 1x4 TAPCON @ 16" O.C. & ST END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ1D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0.". .3-1/4-1 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc_,�� SCALE: N.T.S. � SS j 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX it 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL -8d NAILS AT8" O.C. AT BUCK 2x845 A DIAGONAL To I 7N (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. LKG 7/16" OS B BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 1 BRACE/ BLKG. INSTALL WDW. SCREW ANCHORf 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 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" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 81' 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 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (11 1/4" MIN. B-B TIN 0 /4" MAX EMBEDIMEN To Z-10" 81, SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T 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 EQUAL THRU OSB INTO 2 x 8 13-13 ARCH DETAIL rK SCALE: N.T.S. 1\ �S 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 4'MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK C LA- - NOTCH WEB AT ±5 A_ FIRST 2 COURSI APAUI I Y = 6U0 # t-UK I Z:, I KAV = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 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" HID TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (110) 8d NAILS JACK TRUSS PROVIDED BY---// TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 9X4 SYP #9 CONT IMATCH TRHq-q DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4Y;!" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 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 EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W i W ' M ' AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER-� 6-011 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER -F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT A PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP A G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C*4 ce) REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z & 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 SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. (1 -STORY) 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, (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 2 .3"COVER EA. WAY ,0" MIN. (2-STORY) WITH MIN 4 GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J0 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS. kR 4v YP.) I ### ±2"I III THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 40 4000 #5 REBAR (TYPj *40 440 #40 9C 0TD. 90- HOOK (TYP.) SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BIRG WALL TYPET— ALUM FASCIA PER PLAN 1-3/4" TRIM PAINTED L SS NAIL w/ 5/16" HEAD F CHANINtEL, IDIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING wl 2-12d NAILS CHORD EVERY OTHER TRUSS wl 3-12d NAILS, TYP. I(-) 1. --G—.C./ BUIL--DER—TO--V--E-R-I-F-Y/PRO—VIDE--S-O-FFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU wl T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/(3)16 GA. 3/4"x1/4" CROWN STAPLES@ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 11-01, FOR ALUMINUM SOFFITS �/ITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA .REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF -2,k, 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 7-15" TO 4'-0" O.H� + + + (2)10dNAILS 8"O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS TRUSS + + REQUIREDTO 2X4 Syp + SUPPORT SOFFIT EACH TRUSS CONNECTOR b%, SEE LINTEL SCHED. PRECAST LINTEL NTER SOFTIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION@ ROOF EXTENSION SCALE: 3/4" = V-101" � SS qi=r- _qH1=PT 119 AMr) SIMPSON HTT4 wl (118) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP Qr'A I C: v — - I — cr z 0 U_ 0 LU U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /--ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,--2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL Q1AAD01')K1 LJr'_A"`1nVTA I T' f-% 1`1 W R a FIRST COURSE w/ (4) 1/411/2" SIDS SC % REWS 41% INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 41t* I L H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR I FURTHER INSTRUCTIONS. OVERHANGi.1, RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. ISH A #5 BAR L L 0. a CENTERED W/ -17 HWKt IN TOP 9 KNOCKOUT/ C"I CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT 9 STANDARD CD gor 00 H K CN #5 BAR IN FILLED CEL L V L. L, V 16, L L STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ]INTACT 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"x5" MIN. HOLE SET BAR IN EPDXY I j I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S, SAW CUT SECTION SCALE: N.T.S. C= C= C= C94 cc < 9 C'4 3C w E oz ZZ --I _3 0 .. r ........ 0 F.- C- S S " 0 I 1,1/1111111 w1o\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. W E 0 (0 ISII 0 C U. LL Q_ 13 =0 RC J;:t-- 1% W A,, 0 :3 co r- 0�,,a; mot W 3 LL W I . Co Co V� C 0 Ln Cn z r C14 < 0 z 0 (n W 1313 C11 0 LU u l V) U E 8 U U) < CC) ce) Cl) z < LL_ 21 E M 0 - zM < Z 0 0 E U Cc; CL 0 0. � < 00 0 0 E CN Q) �q <Z z z .5 c') � z 0 < 10 O� z Z� z CL < -0 21 - 0 0 z W CO 0, 01. < 0 52 C:) LO LO < (a 0 co LO 0 LO U) CN LO < -P� 4—d 0 U) (1) 04 4- (3) co 04 C:) 0 00 ILL 04 (0 (0 0) LO (=) C14 CV) LO 04 r- 0 Eco z z E M co a- E 0 0 0 _j a < JOB NO: 22-12366 SCALE : AS NOTED SHEET NO. SS Z