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1732 Sea Oats Dr RES22-0258 Revision 5-9-23_1S��•1�� Revision Request/Correction to Comments **ALL INFORMATION s ` HIGHLIGHTED IN J City of Atlantic Beach Building Department GRAY IS REQUIRED. f) 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: P�'SZ--0 I/ Revision to Issued Permit OR ❑ Corrections to Comments Date: Project Address: f - Sea 0� f2Vh �Cr I A -A, % ;l Contractor/Contact Name: Contact Phone: 7Email: Id Description of Proposed Revision / Corrections: k -t r lcrZolf (4) / lir I &1-1 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • rN roposed revision/corrections add additional square footage to original submittal? ❑ Yes (additional s.f. to be added: • Willproposed revision/corrections add additional in rease in building value to original submittal? o El *Yes (additional increase in building ue: $ ) (contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 a FRAMING NOTES AND LEGEND 0(D (D m TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, LINO. M w STUD MATERIAL: 2x No. 2 SPF, UNO. o > o of HEADERS: N z ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X LL 1 2 2 1 1 1 3.5") COMMON NAILS AT 12" ON CENTER. SEE THE HEADER DETAIL FOR g S3.01 S3.01 Vol V-01 S3.01 S2.01 S3.01 z p U w m FASTENING SPECIFICATIONS. o z a P. HEADER NOTATION IS: o o v o LL UW W d -j > EZ PWDR. i SEE 3/S2.01 � (3) 11.88" LVL'*) NUMBER OF PLIES IN HEADER o m w w Of SEE/S2.01 EZ NUMBER OF KING STUDS MASTER BEDROOM ����✓ MASTER BATH I (2),2x6,2:1 N M M N N N N O 1.0NUMBER OF CRIPPLE STUDS q R KITCHEN N LIVINGRM. DINING RM.I i SIZE OF DIMENSIONAL LUMBER 0 0 0 T I U) 0 EXISTING I i z TRIPLE GIRDER I I I I D --------, w ------- PORCH/GLULAM BEAM z° M N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 v5i I INTERIOR BEARING WALL I I I I I I I I I I I I I I I I ----------------i------H----+------------------i------------+- ---� --------------- I I I I I I I I I I I I I I I I I I HERS I I I I I I I I I I E N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--� IF — I INDICATES GLAZING CLASSIFIED AS END ZONE. I I I I I I I I I I I I I I I HIS ALL OTHER GLAZING LOCATED ON EXTERIOR OF W i 7 I i STRUCTURE WILL BE CLASSIFIED AS INTERIOR 1 O i i S3.01 I i i i ZONE. SEE "COMPONENT AND CLADDING DESIGN S3.01 i---------------� i I i i PRESSURES," ON COVER SHEET. U cM I i Z z W N W W > M ----------------------- ABBREVIATIONS: I I o LL HALLWAY I fn U) A A B i LU028-2 ICR INTERMEDIATE CRIPPLES REQUIRED. FASTEN EACH END OF w W Q • CRIPPLE WITH SDWC15600 SCREWS. Q 0 W -------- ---- --- LVL 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT (3) 2X10 (2) 2X8 I i 2 MIR MIRROR. z W U I-------- --4 ---- O I S3.01 MSR MACHINE STRESS RATED LUMBER. W U) — O.C. ON CENTER. J � z BATH-2 LUCA'S B.R. i OSB ORIENTED STRAND BOARD. = LLI Il- Q PANTRY SIM SIMILAR. (,� m SPF SPRUCE PINE FIR. Lu Q 0------ L SPH STRUCTURAL PANEL HEADER. Q fill,, i I SYP SOUTHERN YELLOW PINE. TYP TYPICAL. OFFICE ICANT CANTILEVUNO UNLESS ER OTHERWISE. O E COV'D. ENTRY I GRACE'S B.R. EDi 1 VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF OA STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO BATH-3 I LAUNDRY S3.01 STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING i WITH LTT20B. USE 10d NAILS IN ALL HOLES. -------------------------- PLACE STUD GROUP UNDER BEAM BEARING. FASTEN BEAM TO STUD � VERIFY LINTEL/BEAM PRIOR ,- /(2)2 X6 2:1 c� c� B GROUP WITH (2) SDWC15600. FASTEN STUD GROUP TO FOOTING , TO REMOVING ARCH SECTION i WITH (2) 4"X3" TITEN SCREWS. w _r_ a co o i \� -- 5 4 o U ¢ o S3.01 S3.01 z Cn J DF, �!�T LEVEL WALL PLAN /4 2-CAR GARAGE r v w Zp 0 �< z flL Q LL U N C MCO Lo N L Q a_ U :3 cu m N -a O o _o U w IL a� U 0 (-/ CNN L co N J al � � L 2 X > m S2.01 Q m m o EXISTING 2X8 PT. FASTEN TO - N HEADER WITH SDWC15600 AT EXISTING 2X8 PT. FASTEN TO a o o Y N 12" O.C. HEADER WITH SDWC15600 AT O LO 0 12" O.C. NEW 3-PLY 11.88" LVL NEW 3-PLY 11.88" LVL 8"x16" CMU BLOCK WITH ��� \NAYNE` (2) MSTAM24 N (2) #5 VERTICAL BARS IN Q- ..•••"'••• (2) MSTAM24 EACH CELL. ��t •.'fit I FICq' .�'Aj,�% 2X8 PT NO.2 CAP PLATE.T-1 • FASTEN TO FILLED CELL 2X8 PT NO.2 CAP PLATE. a - G No. 59328 •�O FASTEN TO FILLED CELLFILL BOTH CELLS WITH Z C7 ' WITH (2)16"X3" TAPCONS. • * _ WITH (2)16"X3" TAPCONS. 3000 psi GROUT STATE OF EXISITNG MASONRY WALL. c �.C� •'•.,..� VERIFY REINFORCING WITH EXISITNG MASONRY WALL. 40R\& N G 3/S3.01 VERIFY REINFORCING WITH 3/S3.01 P� i pj LVL DETAIL 2 SECTION3 CMU COLUMN DETAIL Sheet No. 3/4" = V-0" 3/4" = V-0" 3/4" = 1'-0" S2.01 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GEOFF GARTNER, PE, USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED WITHOUT THIS STATEMENT. (FAC 61G15-23.005(D) & 61G1-16.005).