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00-0044-001 F-2 F-2 25 0 P.S.I. CONCRETE / GENERAL NOTES DESIGN PARAMETERS 8c ASSUMPTIONS MASONRY: CODE EDITION X SFBC 1994 ASCE 7-93 TESTED BUILDING HEIGHT X S 60 FT. > 60 FT. ,^ _ ,, 1. ALL MASONRY SHALL BE PLACED PLUMB AND TR UE X ACI 318-92 X ACI 530-92 GUST VELOCITY PRESSURE PER ASCE 7-93 _ _ - �, a . � =:-. ,�•: - � 2. LOAD BEARING MASONRY SHALL CONFORM TO THE FOLLOWING: X MASONRY DESIGNERS GUIDE BY A.C.I., T.M.S., A.S.C.E. ROOF DEAD LOAD 25 (10 PSF FOR WIND) / /\' : �`,a,_. �^ .. ��=, ., : \/ /\ 8" CMU 2" X 6" PT BEYOND ISSUANCE FOR A MASONRY UNITS SHALL CONFORM TO ASTM C-90 GRADE N-I (2 CELLS) SIZE 8" X 8" X 16" BUILDING DESIGN AS PARTIALLY ENCLOSED X ENCLOSED OPEN ROOF LIVE LOAD 30 ��!�j! // \//\�(j�// ����(j�/ //�� �\ j� WALL BEYOND PRODUCT CONTROL GAR. DOOR 8 7 DAY STRENGTH OF 1900 PSI „ BASIC WIND SPEED 110 M.P.H. SHEAR WALLS CONSIDERED XYES NO \ \//�\ \/\�\l�\ \/\�\/ 6o so. INCH VENT IN GAR. DOOR MIN. 0 E3 BIDDING SET ONLY B MORTAR TO BE USED IS TYPE M ASTM C-270 �\,�\,�\,�\,� , !�\!/\\. � \!/.\.\. .\/.\! !/. ..\..\/�� C) BOND BEAMS & FILLED CELLS TO BE FILLED WITH 2000 PSI GROUT IMPORTANCE USE FACTOR 1.05 CONTINUOUS LOAD PATH PROVIDED XYES NO 2 5 DIA. REINFORCEMENT BAR CONT. � 12"X12" THICKEN EDGE CONCRETE r ]CONSTRUCTION SET ONLY (8" TO 11" SLUMP) OR 2500 PEA ROCK PUMP MIX CONCRETE (6" TO 8" SLUMP) 11� 2" SLOPE 4" CONCRETE SLAB W/ D CMU S TO BE LAID IN A RUNNING BOND ONLY. SLAB W/ 1 #5 CONT. PAVERS ❑BUILDING PERMIT SET ONLY E MORTAR ALL FACE AND HEAD JOINTS MIN 3/8" EXPOSURE C 2500 P.S.I. CONCRETE F MORTAR CROSS WEBS AT CELLS TO BE FILLED WITH GROUT DETAIL @ SHOWER SANDACTED 4 W 7' �s r ` JA .s °i _� �,__,__ 30" DOUBLE MESH m REVI G GROUTED CELLS CAVITY SPACE SHALL BE A MINIMUM OF 3" X 3" CLEAR ., . r^ .� s = W REV2 MINIMUM SOIL BEARING PRESSURE 2000 P.S.F. IIIIII 11111= REVS H PLACE REINFORCING PRIOR TO GROUTING AS INDICATED ON PLANS I I-III-I I I I I I III- I II I I III I MIN. BAR SPLICES 48 BAR DIAMETERS TT. OF REINF. MASONRY CELLS ° . - �I I1=11 = VAPOR BARRIER J) PROVIDE CLEANOUT OPENING AT THE BO KEY NOTES IIII -1I I ill-III I II -° - i l =III BEING FILLED TO ENSURE CELLS PROPERLY GROUTED 1 #5 IN 3000 PSI CONCRETE - - II1 _ III-III- T FILLED CELL PROVIDE CLEANOUT = - _ _ _ _ _ _ III III IC 3. REINFORCING 4" REINFORCED CONCRETE SLAB WITH 6X6-1.4x1.4 WELDED WIRE M VAPOR BARRIER ON CLEAN WELL AT BOTTOM TO ENSURE 11I-iII-IIi I III-III I III III I II III II I III II I CONCRETE F001INIG REBAR: A-615-60 YIELD IT1 COMPACTED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR PROPER FILL FILLED CELL AT ALL tj SLABS ON GRADE: SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. OPENINGS, AT ALL CORNERS AND MAX. 16" 1. COMPACT INTERIOR FILL TO 95% MODIFIED PROCTOR MAXIMUM DRY Eb 2 PROVIDE DOUBLE LAYER OF 1.4x1.4 WELDED WIRE MESH 30" WIDE ALL AROUND THE PERIMETER SPACING INDICATED ON PLANS DENSITY PER ASTM D-1987 AT OPTIMUM MOISTURE CONTENT, SOIL AFFIX SEAL HERE COMPACTION SHALL BE FIELD CONTROLLED BY A QUALIFIED LABORATORY 0 1-#5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS NEXT TO ALL OPENINGS AND ALL SPLICES SHALL BE DETAIL @GARAGE D 0 0 R Rz OR SOILS ENGINEER APPROVED BY STRUCTURAL ENGINEER. EACH LAYER 6 ox. MAXIMUM OR UNLESS NOTED OTHERWISE. ' A MIN. OF 30" OF FILL SHALL NOT EXCEED 12" THICK, AND SHALL BE COMPACTED PRIOR ® RECESS SLAB 1\"X11" AT GARAGE DOOR OPENING _ TO PLACEMENT OF THE NEXT LAYER. ALL SLABS ON GRADE SHALL BE AS 8 CMU" 4" CONCRETE SLAB W/DOUBLE SHOWN WITH 6" x 6" , W1.4 x W1.4 (10/10) WELDED WIRE MESH IN THE n5 RECESS SLAB 3/4"x 8" AT SLIDING GLASS DOOR OPENINGS I wwF s"xs"-10/10 WELDED WIRE ©CENTER OF SLABS UNLESS OTHERWISE NOTED. GROUT FILLED CELL BENEATH GIRDER TRUSS ABOVE SEE DELEGATED ENGINEERS TRUSS LAYOUT FOR _ w FABRIC 2500 psi CONC. MIN. EXACT LOCATION p U I PROVIDE 1 1/2" RECESS AT SLAB PERIMETER 2. PRIOR TO CONSTRUCTION, PROVIDE TERMITE PROTECTION SOIL TREATMENT `� J 4" CONCRETE SLAB W/ \ AS PER SFBC REQUIREMENTS M7 8" x 8" x 16" CONCRETE MASONRY UNITS V) 30 2500 P.S.I. CONCRETE 9 3. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO ® 4" THICK CONCRETE SLAB, VERIFY SIZE & LOCATION w/ A/C CONTRACTOR TOP BAR SEE PLA FOR LOCATION 2 5 DIAMETER REINFORCEMENT MIN. 1" CLEAR EDG DISTANC BA CONT. r N PLACEMENT OF FILL. 09 CONCRETE PAVERS, REFER TO ARCHITECT FOR SPECIFICATION. FIN. GRADE ° SOIL STATEMENT '" 2" SL. °_--- - (� ® VAPOR BARRIER s •\ \ \ \ \\ \\ \ \\ \ o -III-I I i� 1. A GEOTECHNICAL SOIL REPORT SHALL BE SUPPLIED BY A SOIL TESTING LAB ° //\\ //\//\\ �V 'POR BARRIER STATING A MIN. BEARING CAPACITY OF 2000 PSF PRIOR TO THE COMENCEMENT \y \/\ \ 3/4' _ - OF CONSTRUCTION. SHOULD ANOTHER CONDITION BE ENCOUNTERED THE ARCH. *THIS STRUCTURE HAS BEEN DESIGNED BY RATIONAL ANALYSIS* \// /�\j / /\//�\\/ �y IS TO BE NOTIFIED PRIOR TO RESUMING WITH THE WORK. AT THE TIME OF 1 I.T II I II , I I I T II I II T.III. I CONTRUCTION A TEST COMPANY SHALL SUPPLY A LETTER ATTESTING � \\ \\\\ \\ \\ \\ \\\ ARD HOOK a THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE ij / / / / / / /\//\/, 12" 30" DOUBLE MESH rT� SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. \\ \\ \ \\A 1 .\\ \\ \\/\\; AROUND'STEP 9 REINFORCED CONCRETE: DETAIL @ EXTERIOR WALL DETAIL @ ST P D WN GARAGE OW 1. STRUCTURAL CONCRETE SHALL CONFORM TO ACI-318, AND SHALL HAVE 69'-10" ~ 3000 P.S.I. COMPRESSIVE STRENGTH IN 28 DAYS FOR THE FLOOR SLABS 2. AGGREGATES SHALL BE CLEAN & GRADED, MAXIMUM SIZE 3/4", CONCRETE 63'-10" 6'-O" F�1 ASTM-33 SHALL COMFORM TO ASTM C-94. 2'-10" 8'-7" 8'-10" 5'-3" 8'-4" 9'-7" 9'-4" 7'-6" 3'-7" 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 REINFORCING II UC TC UC TC STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE 'MANUAL OF II STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'. HOOK © © o o ® 1 © © © © 1 © ® ® © ALL DIS-CONTINUOUS TOP REINFORCING, PROVIDE CORNERS WITH TWO (1) #5 FC-2 © _ _ ___ _ u L X 30" BARS. CLEAR COVERING FOR REINFORCING SHAL BE AS FOLLOWS: - -----�I---- - -- - - - - - - - -- - - -- - -- _ F • • TF-16 - -- r--- - 6 1 r TF-16 - II -1 II TF-16 � r TF-16 � r L_ J F-16 A BEAMS AND COLUMNS ----------------- „ I L_ _ L_- L__ L - - I}F 3.5 1-1/2 I II 'CC 5 F- F- F-Oc 5 tt I ® O SLABS --------------------------- 3/4» v ( ii O ( A ) OC O C OA II O 1 FORMED FACES IN CONTACT WITH EARTH ------ 2" �/ II r UNFORMED FACES_____________________ 3 IT FOOTINGS 3" 1 II II ALL BARS SHALL LAP A MINIMUM OF 48 BAR DIAMETERS OR 18" WHICHEVER © I II II I oo • IS GREATER 1 TE-8 REINFORCING STEEL fy = 60,000 P.S.I. ES = 29,000,000 P.S.I. L' - - - \ ii II I ® � � -, � V 4. MAXIMUM PERMITTED SLUMP 5" - 6" IN STRUCTURAL CONCRETE EXCEPT SAND �\ II II I � O � r�i � z CEMENT GROUT. © I 1 II 4" REINFORCED CONCRETE SLAB WITH 6X6-1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL II 1 U O I III COMPACTED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12 BELOW THE FLOOR II I _ 0 A A I4 PP 5. USE PLAIN COLD-DRAIN ELECTRICALLY WELDED STEEL WIRE FABRICS CONFORMING I TE-8 I tt SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. II TO ASTM A-185. III II ~ - -- - - - � TIN ? II 1 o SLAB TOP BAR LEGEND © Y ^� i III III I �-, M » III WII I � � O #3 TOP BAR X 4-6 ® 12 O.0 i II� 0 B AR 6" APART X 5'-0" LONG. I II c� II I 2 #5 TOP 6 ( ) I tt TE-84 II I :� Q C 3 TOP BAR X 6'-0" (4 12" O.0 4 RE 'D @ F 2.5 0 0 ® 1 II (I 1 W �� b o M COLUMN SCHEDULE I`� �� r �� B _ ------ T12 --- - - J 1� II L-- ----j � O � II v © I, MARK WIDTH LENGTH REINFORCING LEGEND REMARKS I ai � I -8 1 1 I _ Fc-2 iz c-A » » p FILLED CELL #5 @ 48t) 0/C I I I I- ( i\ II FC-2 -- - --- - , © �,,,) C FC 8 8 1 #5 VERTICAL ROD ❑ I TYP. AND AStISHOWN ON PLAN �- I 1 B I II TF-16 1 O Cr FC-2 8" 16" 2 #5 VERTICAL RODS ® p 2 FILLED CELLS I II g L-_TF-16 -- - C_j I O I II 1 1 O r I I CB 16" 16" 4 #5 VERTICAL ROD o o MASONRY i II I © o I I tt � c_ ooa I I © © I I I Q ° # 3 TIES @ 8" O.C. o I II `r ° = TC 8" 12" 4 #5 VERTICAL RODS I II I FC-2 I cD SEE DET 1L @ STEEL COLUMN 5 I- I � m � - (I I I ; I II s.3 I � M # 3 HAIRPIN TIES ® 12" C.C. 1 II 1 © 1 L 1 m Q 00 ­I M Cl 16" 16" 4 #6 VERTICAL RODS MASONRY COLUMNS - - J I) L _ - I _ F-3.0 B r-' 4.5 ti I ® a CQ __o I- -I TC F-3. L- - -- 16 - r- - - I I I I O II GIRDER TRUSS 1 GlkDER TRUSS I II o 5 C_ C2 8 20 6 #5 VERTICAL RODS # 3 TIES 8 O.C. F 3 5 _ _I-_____�- _ ( ® © T� --1 1-___�1 I i N �, I I- -- TC 1 I 1 I ST I II o a m n ST 73-1/2"X3-1/2"Xl/4" STEE L COLUMN 7 _ - -� _ I I II O 13 3 FOOTING SCHEDULE 1 I I FC-2 © � I F-3.0 1 FC-2 � I I II ,- �-- - - � H CD MARK WIDTH DEPTH TYPE REINFORCEMENT REMARKS I I I �- F-3.0 tt �- FC-2 p GIRDER TRUSS TF-16 J - 1 I C° GIRDE - USS -�- __ _____________ �____�===�a -______- -____________ aooa00000 • o TE-8 8" 8" MONOLITHIC (1) #5 REBARS CONT. 1 o © © © © I TE- I CT1 1 © © I~ 1 I TC f a TF-16 1 © © I--- I I © © TF-16 I L I-- - - -� m fA ����������� ✓ w TE-12 12" 10" MONOLITHIC 2 #5 REBAR CONT. - - -- -- - - - - - - - � F-2. - - - J L- -- IF-2.5 L - --------- ----1 F-�2.5 F--�� = � ® © v © D © © © © © © © TF-16 SEE PLAN AND DETAIL FOR F-2.5 i = TF-16 16" 12" MONOLITHIC (2) #5 REBAR CONT. i� ° ° F-2 0 © © F-2.0 L_-------- ----- - --- - J U, ADDITIONAL TOP BAR LOCATION L_J w _C3 s `o F- 2.0 24"X24" 12" ISOLATED (3) #5 EACH WAY BOTTOM STEEL C t 2 C-2 O O 3 5 EACH WAY BOTTOM STEEL 6'-3" 6'-3" 41-7" 4'-7" '-4" 6'-6" '-4" 6'-4" 6'-4" 6'-4" 1'-8" ao 16'-0" 1'-8" Er 4_j F- 2.5 30"X30" 12" ISOLATED ( ) # LL, -' BOTTOM STEEL 12'-6" 10'-6" 14'-10" 12'-8" 19'-4" J 3 F- 3.0 36"X36" 12" ISOLATED (4) #5 EACH WAY S_ t-i vr m - TOP & BOTTOM c = F 4.5 54"X54" 12" ISOLATED (5) #5 EACH WAY SEE DETAIL Leo Llano8, P.E. �� ;� � I ,� `'�, FOUNDATION PLAN Ir C) » 5 5 EACH WAY TOP & BOTTOM Consulting Structural Engineer' ;�•: � 6 p-fl CD LO F- 3.5 42 X42 12 ISOLATED ( ) # SEE DETAIL Leo „ oS P.�. of 3 18495 South Dixie Higway, # 337 (305) 378 6916 w " Miami, Florida 33157 Firs' ��75, cn [O Ql m o w i a