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1270 OCEAN BLVD - FRAMING DRAWINGS INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS ollowum"wok- v; HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OFA P G pk. P2, w *� DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR LUIS 7 STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY ontigo pE vJ�•��;GENS••% VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING JUN �016 • ••.O W BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR Z DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR 3» O O ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY FL PE N4 53311 3 DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING c ; * V) Z CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY •9 •. TE OF :: V) w = BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL �(�'�.C�(? ��P•.•••i`�� N DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURINGA CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. �Vs'O••"•t��` O NAL G d Z Q o i 0 SCOPE OF WORK: �i,xi =`r s` ,x i i'ir i, ri x' ► v (/� V) 1. SIZE BEAM AT ROOF RAFTER SPLICE. O 2. REPAIR LINTEL PRE-CAST LINTEL OVER EXISTING OPENING. M� ' ! uE- uc✓� O 3. NEW OPENING IN EXISTING CMU WALL = r , 0 �r O Q CONTRACTOR VERIFY EXISTING ROOF x r RAFTERS ARE FASTEN % IMP N H3 Y SEE 1 SK--2 FOiIN ` T WALL w MIN } - .. ... ... ... ... ... ;...,<.,.�... , 0 T P. rt-, P I -/REPAIR LINTEL S L CL E r' i` II EXISTING ROOF RAFTERS ,, TO REMAIN AS ISi`,' si3: r .;, 1 i FASTEN EA. ROOF t i t RAFTER TO NEW BEAM I i w SIMPSON H2.5T ,'ir r X :r`i t `rr' i' TYP. CEILING UNDER EXISTING STRUCTURE I ''EXISTING STRUCTURE U FRAMING BY BUILDER TO REMAIN "AS IS" TO REMAIN "AS IS" -� CONTRACTOR VERXIST � IFY y=== - NEW W T2O-PLY#1 8"1.9E I LVL�3 2x8 SPF 2 POST DIRECTLY 2 Pi6``r i%�¢ fi-rR= i E=$Gi TrLrr; 'X POST FROM ABOVE SITS /FASBELOW NEW RIDGE. FASTEN TOP �',"=-',rit'✓,-'...;a;.i..i.i:`j't�'ir'ir`,,' '-r OPENING IN EXISTING CMU ; DIRECTLY OVER FILLED IN Is D :SEE 2 K-2 FOR NEW 16'a ��L , wl 2-HTS16 AND BOTTOM w/ •�V>^- NN��L,�cXLay. rdN�/en�f ". rlMy��n4Is-pCELL IN EXISTING CHTT4 USING THREADED ROD T*U [NCr OTHER CONDITIONSWALL. CONTACT EOR IF EUEPDXIED 6 MIN. E ISTNG ROOF RAFTERSE11 J ftREMAIS AS IS BEAM PLYS w� 3-ROWS p L- Ln OOF 0.1313" ® 12" O.C. EACH SIDE W O00 GE/PONY TO REMAIN AS IS --.._- EXISTNG RIDO ------------------------ - -- (� rq FRAMING PLAN ROOF PLAN FILE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.-.124.DACE: 7 9 k .k�.� � Z-70 �� Luis A Pontigo PE NS400 A' N '••'....,•H�i w �,... �,�GENs0•••C'O 1 JUN 21 2016 ' LU : No. 's FL PE NO 53311 * _ * 2O a V) -off•;• A OF V c/1 ? RIt)P�.•` •a..•.• STEEL ANGLE INSTALLATION SEQUENCE STEEL ANGLE INSTALLATION SEQUENCE �O A ��_ > O 1.) CUT Y2" GROOVE IN EXISTING CMU WALL i• 1.) CUT " GROOVE IN EXISTING CMU WALL on _ 2.) SLIDE IN STEEL ANGLES 2.) SLIDE IN STEEL ANGLES EXISTING 8x16 MASONRY 3.) INSTALL BOLTS EXISTING 8x16 MASONRY 7 0 3.) INSTALL BOLTS BEAM TO REMAIN UNDAMAGED BEAM TO REMAIN UNDAMAGED � �/ 00 4.) REMOVE WALL BELOW ANGLE FOR L6x6xY2" STEEL ANGLE 4.) REMOVE WALL BELOW ANGLE FOR L6x6xYz" STEEL ANGLE NEW OPENING % NEW OPENING r , " THREADED ROD EPDXIED " THREADED ROD EPDXIED `j Vr 5 MIN. PROVIDE SCREEN TUBES 5" MIN. PROVIDE SCREEN TUBES Q I L6x6xY�Z" A36 HOT DIPPED GALV. STEEL AT UNGROUTED CELLS. L6x6xY2" A36 HOT DIPPED GALV. STEEL AT UNGROUTED CELLS. O ANGLE CMU WALL w/ GALV A36 ANGLE CMU WALL w/ 5/8" GALV . A36 z z '~ THREADED RODS. SPACE THRU BOLTS THREADED RODS. SPACE THRU BOLTS CV AT 8" O.C. AT 8" D.C. SECTION SPLICE IN ADD (3)2x8, FIT TIGHLY, (V EXISTING BETWEEN NEW ANGLE AND � TRIM HORIZONTAL FLANGE PRE—CAST LINTEL EXISTING WALL/BUCK. TRIM HORIZONTAL FLANGE ~ OF ANGLE TO MIN 2 OF ANGLE TO MIN 2" U Q z LU O BEARING ON EXISTING CMU. BEARING ON EXISTING CMU.. '�' (BOTH ENDS) ( 0TH ENDS) n i & $ r.:: _....... 8 I ...... .... � O v o., o e! M o o o ,. o 0 0 o a a a a a a a ------------- _--- I .rfi..._TYp......_.,....._....... 6" TYP. " CONTRACTOR TO VERIFY/ 6— ,PROVIDE FULLY GROUTED EXISTING OPENING I: 6' TYP. CELL EACH END OF OPENING PREVIOUSLY IN—FILLED EXISTING EXISTING ::-:-:�:�,::::=: F"°=`=r', STING EXISTING :z..:.:: CMU WALL I .i CMU WALL CMU WALL __ ._._-----.__..__ €I � 2 HTSMO H SM20 — D U 3'-6" MAX OPENING TOP AND T P AND E I 0 R BUCK TO 8" x $ TTOM FASTEN 2x8 P.T. SYP2 • 3' 6" MAX OPENING OW EXISTING BUCK ONS v ` WIND x 0 C WINDOW DOOR BUCK TO 8" CMU w/ '/a"�x2'/a" TAPC CM IN TALL 3 MIN. WATER PR00 ING ;ADD (3)2x8' FIT TIGHLY A D (3)2x8, FIT TIGHLY, a"� 2'/" TAPCONS , I U w/ �/ x a EACH SIDE ® 24"o.c INSTALL 3 MIN. ='- WATER R00 fi P F G i ® 24"o.c INSTALL U :.:. .. - BY—BUILDER k B7WfV h1EVc/A(�GL7` Af<ID` r.. TWEEN NEW ANGLE AND EACH SIDE. BY BUILDER i I EXISTING WALL/BUCK. t EXISTING WALL/BUCK. g G tLn IN it O CONTRACTOR TO VERIFY/ '` _ E M ..:...... PROVIDE FULLY ROUTE G C NTRACTOR TO VERIFY f ! M CELL EACH END OF OPENING j N U OVIDE FULLY GROUTED i F OPENING - _.....-`" --- "...._.... .............. ......,,. ::::::..=` .� fl X EACH END 0 - - ..r CLL _ _ , i a;...2.. der O LL � d- W ADDED INTO EXISTING CMU WALL •1~V C) o O0 LINTEL SPLICE OV:-:R OPENING REPAIR 2 WINDOW v O :it SK-2 SCALE: 3/4"-1'—O" N N Q SK-2 SCALE: 3/4"-1'-0" O d^ X N U V) �l O Q FILE C" PY INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.