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HomeMy WebLinkAboutBuilding PlansREVISIONS 5=0" 4 FOUNDATION PLAN 1 /4" = 1'-0" 22'-4"—12'-O" 0'-2"'-O" 3'-10"4'-0" I- "I 2" Studor E I O Valve � 3-8" 'O rrI 3'-4" 35 O. 2"Slope 10 4 I a Z a o . _ A I A �✓ 5.5" "m Q - 7- Top f oter 'E' -1 "Typ :r I � n 6 0 in 45' -5 Ya 2' VTR. 3' 6'-8. 2'-1"L 5`2' 2'-2" T-2" I 3' VTR w I m CO B TO SEPTIC 4-C.0. 4• O 9'-0"Ell :r I I'- 6'_O• _0 iY o o Frn v a enpn p 4'Pole =I r Recess I 8'-8. 12'-0" G 6 �I O Where Column Steel dimentions are missing in corners Use 4" 2' 24'-2" 4'-02"4L_ 2 VTR Toe I ker Wat Il "ne IT -On Fridge Air Hand I'Drlp Line Water 2' 3' 2"Slope / I Z A I I ev qy4 v p "P O — _a -r 4 D "1 in -------- ------------------------- 1 1 1/2" 5.5" I'- W-8" " 11- 19'-4" 31'-4" I Cr 2"Slope O �a 3' 2' 0 io I vq 3- 2' EE 2"Slope '-4" E 2' v_ I 0 �" tn I O I B co O � B 13 I LIVING AREA= 3037 SQ FT GARAGE Area= 804 sq ft PORCH Area= 527 sq ft ENTRY Area= 215 sq ft TOTAL Area= 4583 sq ft. 2' v.r.R, V,T.R f NDEX OF DRAWINGS � L J L L, V.T.R2' J L 1 FOUNDATION PLAN, V.T.R.2' 1-WAY VALVE, BACK FLOW PREVENTER. 11/2 LAV. 2 FLOOR PLAN AREA CALC'S 2' LAUNDRY WALL,COL,PORCH DETAILS 21 TUB 31 2' 1 1/2• LAV. 8' W.C. , SHOWER 3 ELEVATIONS 2' 3. 1 1/2' LAV 3'W.0 WISHER ROOF FRAMING PLAN, STRAP TBLE. R 2' SHOWER 2' KITCHEN _ STEEL COLUMN DETAILS T B 3' 3 8' 3- TIE BEAM, COLUMN, DETAILS 4- 4' C.O. CAST-CRETE ENGINEERING PLUMBING DIAGRAM N.T.S, DETAILS, BUCK FAST.SCED. IN �' ARCHED WINDOW DETAILS PRODUCT APPROVAL AFFIDAVIT. cr I Go Footer details. SLAE3 A 4" SLAB. 3000 P.S.I. FIBERMESH CONCRETE 3000 PSI MEERMESH CONC. w T 0 O 3-a 5'9 CONT. p_�+ LL U3000 1-51 FIBERME5H CONCRETE W w 3_a F5 J o — OCONT.TYP.IL O SCALE 1'-1'-0' 3000 PSI B" I CONT a5 IN TYP. FIBERME5M4 CURB ✓U CONCRETE OSCALE 1'=1'-0• v U. ry 3-8 5'S CONT.TYP. Footer 'E' 3'-O"X3'-O"XI'-O" COLUMN FOOTER WITH 4 5'S 4" O.0 EACH WAY I LAYER 3000 P.S.I. FIBERMESH CONCRETE Footer 'F' 48" X 48" X 24" FOOTER WITH # 5's —, 6" EACH WAY IN 2 LAYERS BOTTOM LAYER 4-5"UP 2ND. LAYER B-10" UP. RECESS 20X24" AREA 3 1/2" FOR STEEL COLUMN. FOR 10' WALL HEIGHT. ADJUST FOR ACTUAL WALL HEIGHT. 3000 P.5.1. FIBERMESH CONCRETE FOOTER G t SCALE 1/2"=1'-0" I I eprlvarlea Prom -10. at garage. 000 P51 FIBERMES O _ _ _ _ _ 4_"G_arage Floor CONCRETE 1-#5OR 2- #4 OR 3- 93'5 FOOTER H tE� SCALE 1/2"=1'-0" t12' _ 000 P51 FIBERM O O CONCRETE 2 ELECTRICAL PLAN, PANEL CALC'S WIRE DIAGRAM EL. RISER MECAHNICAL PLAN AND SPECIFICATIONS ATTACHMENTS ENERGY CALC'S, MANUAL J CALC SITE PLAN ON SURVEY ROOF CUT SHEETS AND LAYOUT. CONCRETE: A. ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF AC1.318 B. CONCRETE FOR HOUSE SLABS AND TIE BEAMS, SHALL BE A MINIMUM OF 3,000 PSI AT 28 DAYS. UNLESS OTHERWISE NOTED. ALL FLAT WORK SHALL BE A MIN OF 3,000 PSI CONCRETE. C. 6 MIL VAPOR BARRIERS ARE REQUIRED BENEATH SLABS THAT ARE UNDER ROOF COVER. REINFORCING STEEL: A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE MANUEL OF STANDARDS PRACTICE DETAILING REINFORCED CONCRETE STRUCTURES, PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL: * SLAB ON VAPOR BARRIER 1 1/2" * BEAMS AND COLUMNS 1 1/2" * FORMED CONCRETE BELOW GRADE 2";r * UNFORMED BELOW GRADE 3 * FOOTINGS: 3" CLEAR AT BOTTOM & SIDES. 2" CLEAR OF TOP. * WALLS: 2" CLEAR OUTSIDE FACE. 1 1/2" CLEAR INSIDE * SLABS: 3/4" CLEAR AT TOP (INTERIOR) 1 1 /4" CLEAR AT TOP (EXTERIOR) * BEAMS: 1 1 /2" CLEAR OF STIRRUPS * COLUMNS: 1 1/2" CLEAR TO TIES ` C. REINFORCING MESH: ON GRADE BUILDINGS SLABS SHALL BE FIBERMESH AS SHOWN ON DRAWINGS. D. MINIMUM REINFORCING BAR LAPS SHALL BE MIN 48 BAR DIAMETER LAP. MIN LAP FOR 5/8" RE —BAR SHALL BE MIN 30" E. TIE BEAM DEPTHS ARE MINIMUM AND MAY BE INCREASED TO FIT THE BLOCKWORK AND WINDOW AND DOOR HEADS. F. DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW AND DOORS HEADS, (28" MAXIMUM BEAM DEPTHS) AND ADD 2 #5 BOTTOM IF DROP EXCEEDS 8". G. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE. NOTE TO PLUMBER NO STACKS IN FRONT ELEVATION. yad 'AaunoO alani is FILE Cn COPYRIGHT PROTECTED MIKE MUNZ CONSTRUCTION INC. 2020 THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF MIKE MUNZ CONSTRUCTION INC. AND SHALL IN NO WAY BE REPRODUCED NITHOUT WRITTEN CONCENT. MIKE MUNZ CONSTRUCTION INC. SHALL BE NOTIFIED OF ANY CHANGES REQUIRED BY ACTUAL MEASUREMENTS PRIOR TO ANY PHASE FOR BID OR CONSTRUCTION. THESE PLANS MUST BE SIGNED AND SEALED BY A FLORIDA CERTIFIED (ARCHITECT OR ENGINEER FOR (,STRUCTURAL COMPIANCE. U ~ O a cc co fs O O rn E- q Cd E U w N x a z 14 E O a CO0 1,-4 a w w I0 C� 54 0 Q, U C) Oj co 1:4 z,� N o O 4O1no�e, Q co WU'Z aai DOEaM� �-4� a) ° 0LO�`4 tnZaL^)w Zi fi Fl-I ,"~-I ICI "�-I [Ty ENGINEER OF RECORD. SIGNATURE ANQ� SEAL. 11 m"", D�19, l a- m LL U Q) = t! U s v > 1 Q m w N cn cn o- _ m tll N Q O W CL I Ln < m DRAWN CHECKED M.Munz _____ DATE 2/4/2020 SCALE AS NOTED JOB NO. EL20-103 SHEET 1 OF a SHEETS o T In 15'-101, 1 6'-41, SH 25 C p IR 2 EGRESS.)IIN o WIC Po F 0 R PLAN 1 4!,, — 1 e„ 2'-0" 111WW111rtrt11111�W1I��II{{ nlltl''lflfll �_ Iitxn�ll"tl[Ill. FCOVERED N 2'-8" 3' Bn EGRESS - 0 D4 zu z'6"xa'o" B A T H 3° e 8 O( COVERED LANAI 9 0 5'-21, 8'-4" 8,.:-4"1 13'-9" W2'8"Xe'o" WIC z ' 6'-0 D2 Ad,ve I]77 „ SH 35 Glazed Impact Door SH E EGRESS O x EGRESS 1 Q GRESS 2'8"X8'0' q eq:der -T- -F - - - - - - - T _T - - - - - - -- from 10 to ell I I I ( I I I BR 3 ve/MIPr I I I I I �C LL I I I I I I � EGRESS „4 I I I I x_ u>x I I I GREAT OOM I 0©aI - - - — - -I r- - - - -T -, 1 - - - - - O a° ` I E` 0 A IFr I " ALL CEILING'S: DRYWALL TO 'BE 5/8" o v FIRECODE x I L, aD 4 PANTRY 14 C n " 1 , n u- _ _ 3 5Y," la l 10,_ 4 y ` o xLAUNDRY AC 3,_ox 6_5" �, o mi;i ® j Im or 3 -2" Openin9,Heads O I to ca OD v- r — ;V2'\ Fff eningg Header fJI M 1 O I 8"X8'0" from 10' to cell 1 1 ;� I DINING I FOYER I EN/OFFI EI 3'-0° 2'8'X8'0" I I I I$ LI B R 4 q I I I L L- x a LIN LINE p I 00 m I cv e I , I I f`, EGRESS 2'-4" : D 5 I I E ESS I-- EGRESS I 18 EGRESS C z'B^xB'o' `v 1-3/0" AE SOLID I - 19- I Glazed ImpactL I - -..1 7 :o CORE L - - - J L - - J in L J x WIC MIN. io 6'0"XB'O" Double Door V In.Flr ated O Q ransom n w x ❑ _ S/C I 13'-4" 8'-3" ❑ 5'-8" 1 3 -5 / ' D1 Active SH 35 Iq SH 35+ Transom ndow Trqna Window R-13 Batt Insulation- 52-1 8'x2li 52-1/'x27" CALL ARAGE ADJ. WALL TO LIVING: UJH RYWALL TO BE 5/8" FIRECODE X o O 4'Pole CEILINGS: DRYWALL TO SE 5/8" m mREcooE x FRONT PATIO AND ENTRY II'i -' - If Pull an. stairs do not have FC ratina. either cover W. 1/2" 30'-0x drywall or sheet metal. N GARAGE r------------------------------- r r I 1 I r 1 GD1 I Gb2 i I i i 1 1 16'0"XB'O" GOD I I 1 B'0"XB'0" GOD 1 O IT-O" L D 3 Active 6'0"aze GllazeDotes-j d Im 16'-4" r--— — — — - I ( I I 11 l I GRESS I MASTER BEDROOM l I I 1 I I I I I I I I ( N I -- - - - - -- -- 12N EGRESS o x ro N T-8" -6" 4'-4" WIC Y- WIC IATACCESS m x. 122»X36'l 2'8"X8'0" I \o _ WC *6 o I LINEN n SC"XB'o" MASTER BATH 15 14 Q SH 1/2 35 SH 1/2 35 8'-8" IT-4" �T o" 4.-Ox 9'-4" 4'-O" REVISIONS BY V5 CRIMP METAL ROOFING.INSTALLED BY MFNG SPECKS AND PRODUCT APPROVAL ON (P-6)22 TYPICAL COLUMN SEC 1/2 ' 0" C —1 &2 11,* y., —1 PEEL R STICK - 5/8" COX EXTERIOR GRADE APA PLYWOOD INSTALLED PERPENDICULAR T THE ROOF FRAMING, WITH END JOINTS STAGGERED. ' OP PF ELL R- 9 INSU �flame spred L. NAIL TO TRUSSES WITH 8D RING SHANK, GALVANIZED NAILS ® 6" O.C. J Index B I`UiI CCC�E� [��R???E (Y1bL?`'n1'{�T 25 max and OVERLAPPING EAMB ,f�72�-'��Ip'7C�o R `t0F VIR I CRJ, ' THROUGHOUT. GABLE ENDS END ZONES ®4" O.C. smoke dev. index max. 450 SIMPSON HETAL-16 ( THESE PLANS ARE AND SHALL REMAIN USE 7"R22" SCREEN VENTS AT GARAGE B" O.C. MAX x P.T. FIRE OP pp „ „ 1 COURSE OF'U. X16IL - - ---- - - - - - - - - - U-BLOCK'\ - - THE PROPERTY OF MIKE M NZ CONSTRUCTION INC. AND $HALL IN NO SEC CALCULATIONS ON P. B a GALV. DRIP EGDE - KNOCK :.OUT BOND BEAM SIZE VARIES FROM I _ V- WAY BE REPRODUCED WITHOUT WRITTEN CONCENT. MIKE MUNZ CONSTRUCTION 1x2 P.T. I 2"x8" .SPRUCE FASCIA q, \ I KNOCK OUT BOND BLOCK BLOCK. LINTEL : 16° TO 48" I - INC. SHALL BE NOTIFIED OF ANY BEAM WITH CHANGES REQUIRED BY ACTUAL c o 1 ;R 5 CONT. ' (SEEENGINEERING " " XB U-LINTEL. COURSE 1 MEASUREMENTS PRIOR' TO ANY PHASE FOR BID OR corlsfRucnoN °0 5/8" FC / C— 1 THESE PLANS MUST BE SIGNED AND CAST-CRETE PRECAST LINTELS AT OPENINGS (SEE ENGINE ING) DRYWA L USE TX22' SCREEN VENTS PORCH 8' O.C. MAX SEALED BY A FLORIDA CERTIFIED SEE CALCULATIONS ON P. 6 CA S SCK 10-19 COURSES OF ARCHITECT OR ENGINEER FOR r STRUCTURAL. COMPIANCE., Double Course of Bond 12"X12" BLOCKS21 Beam W/ 1#5 in both courses. s oco � O C) #5 COL. AS MARKED P.3 x2 P.T. FURR. 2-#5 DOWELLS TO OVERLAP C-2 s o 10-19 COURSES OF IZ OVERHANG 48 DIAM. WITH COLUMN RODS. co 2 FT. TYP. 2 a 8 X16 BLOCKS 00 N00 _ AL or FIFOIL NSULA710N �, -I OCS �+ F `° FILL EACH COLUMN AND m 1Z Iv 0 0 -1/2" DRYWALL EACH COL. TO HAVE 2 #5'S C NT 1 o BEAM WITH 3000 PSI -' 0 MON sLAS TO FOOTER DOWELLS. COARSE GROUT MIX C5 C4a" Q3000 4EE STEEL GRADE 6 P.S.I. CONIC. W. nB MESH //""' TO 11 SLUMP ). 1 O '"+ F�l rnALL E- �'cb 0a 48 X DIAM. SPLICE LA1' x 4 P.T. \8 Q) F.F. 1 1/2" WATE S ,. 4» . C~ N y,y,�_ E-' Z ,4 p I a ,r 135: DEC I . I. Lei O 16"x18" MONO FTC. VAPOR BARRIER TERMITE SOIL TREATMENT Pat.Fl. - N ad CD U 0Q' c-I a 1.4 Lza-W , W. 3 'S CONT. COMPACT FILL TO MIN wcngluc osnna/cc r. rip. R n " YR rr)KIT �r)r)TPP PROCTOR 95% + OF T-180 - . • V _ v • . .. • -• • I-�_ Oat. r, TYPICAL WALL SECTION 1/2" = 1'-0" FOOTER 36"X36"X12" C, c C, $� I a # 5'S 6" EA.WAY L_ — wad Cr 0 See Page 4 Connector Schedule for fasteners. Z I O O A �----------------- ROUGH CARPENTARY: .. M r4r v 'n SE 7"X22" SCREEN VENTS AT EWKY $'O.C. MAX r- - -T-- ECI�:F P � �� �j• Q. 0. SEE cALtui,AftONS ON P. 6 h1 11 A. TIMBER DESIGN BASED ON USE. OF #2 SURFACE DRY OR GR LLI.�k II II USED AT MAIMUM 19% MOISTURE CONTENT. I 0` " CO $11�1s Mouth B. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MAIR,IS" ,.fit f CO- �44 �<�- _---- - - - - -, 11 11 COMPLYING WITH AND PROCEDURES AND AGENCIES APPROVED BY U.S.' a� ___-_� PROCEDURES PS 20-94 w c d � � U 24" BEAM 840C4 - _ I CO X U] � i~ (D -6Xaxm eLocic I C. PLYWOOD: PRODUCT STANDARDS PS-1-73 AND RULES FOR DFPA + c�� a> �.� > 7YIP.MIN LINTEL--- --- ham' GRADE TRADEMARKS OF THE AMERiCAN PLYWOOD ASSOCIATION. ^���U oA" ° ENTRY. D. ALL STRUCTURAL LUMBER SHALL HAVE A MINIMUM FIBER STRESS s°, o F- o 8x16 OF 1,200 PSI, A MINIMUM E= 1,600,000 PSI AND A MINIMUM FV = a�rnrala, mow" (V CMU's 90 PSI UNLESS OTHERWISE NOTED. E. FLOOR JOISTS, HEADERS, LINTELS, CEILINGS JOISTS, AND m RAFTERS SHALL BE S4S SEASONED SYP #2, UNLESS OTHERWISE NOTED ^ ON DRAWINGS, 00 S C a I e F. ALL STUDDING, BLOCKING, FURRING AND PLATES SHALL BE S4S SEASONED 'STUD SYP #2, DRY, UNLESS OTHEWISE NOTED ON DRAWINGS 1 ' O" G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP 1 STANDARD 1/2 (C-D) EXT-DFPA, (C-C) EXT-DFPA, STRUCTURAL 1 (C-D) EXT-DFPA OR STRUCTURAL 1, (C-C) EXT-DFPA. W— 3 Entry Detail H. STUD ,WALLS: 2"x4" 0 16" OC UNLESS OTHERWISE NOTED. PLUMB , TO . 1/ 8 IN 8 -0 . ALL EXTERIOR STUDS TO BE FULL LENGTH TO From P.2 CEILINGS. ALL STUD WALLS OVER 8''-0" HIGH, INSTALL 2 ROWS' OF BLOCKING BETWEEN STUDS. BEARING WALLS` TO BE FRAMED WITH 2"x6" STUDS TO 10 FT AND 2"x8" STUDS ABOVE 10 FT HIGH. I. 3" MIN BEARING BY BEAMS AND GIRDERS ON MASONARY..OR CONCRETE J. ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR STEEL SHALL BE PRESSURE TREATED , OR HAVE AN APPROVED SEPERATING MATERIAL OR HAVE A GALAVANIZED ANCHOR SEAT. K. ROOF SHEATHING: -5 8 THICK STANARD PLYWOOD SHEATHING EXTERIOR GLUE, CDX GRADE, 4 PLY, INDES 2410, APA GRADE TRADEMARK, APPLY WITH FACE GRAIN PERPENDIq, *MftVAa, RTS j AND STAGGERED JOINTS. rB�L1ACE L. DRAFTSTOPPING IN FLOOR AND CEILING ASSB 1 �� E,tO EXCEED 1000 SF: Indicates sheer walls 9merhlt. LIVING AREA= 3037 SQ FT RECENLrp GARAGE Area= 804 sq ft MAY a 1 1011 1 PORCH Area= 527 sq ft Permitting Department St. Lunpt'OunN Area- 215 s ft ENTRY q Window and DI'IOOC' shedule P-1 TOTAL Area= 4583 sq ft. LWallnd telling finishes shall ave a flame spread index of not greater than 200. nd telling finishes shall ave a smoke -developed Index of not greater than 450. on shall have flame spr d I'ndex not greater than 25 and smoke -developed not greater than 450. I 3d a 30 O I O Cupola Detail R-1 SCALE 1/2" = 1'-0" P - 2 12 5V Crimp Metal Roofing over Peel &Stick (P6) 16 (2) 2x4 top plate attaced Type II felt over 19/32"CDX plywood to trusses w. RT16A a4sft- Ci® x der Galy Drip _ _�► Stucco over paper backed Iath 1x2 PT 15 lb felt. over 19/32u CDX plywood 2x8 Facia- 6' 0" Nail Plywood w 8D ringshank � Stucco over High Rib nails 6" field and edges � Top and Bottom Plate attached Flashing and Counter Flashing �'to studs 16" O.C. w. Simpson SP4 /_ Continue 2- 2x4s to bottom chord at 2x4 bottom plate attached to Fasten w. 4 locations.' Fasten w, trusses w. ST-18 or TS-18 at ea stud 3 16D Gal 3 16D Goly. Nails Nails , Trusses to be designed for loads imposed by CUPOIa. COPYRIGHT PROTECTED MIKE MUNZ CONSTRUCTION INC. 2020 I ENGINEER OF RECORD. SIGNATURE AND SEAL. 1 y�p5E OPP, 0 �9 ""',aERNARDV0 All O001 "� e Ors i6193 FU ARtI m m }, iL u W Q mm v O 6 E —el Q IL p tL h o� 0) LF) In DRAWN € CHECKED v.' M.Munx �---� t# DATE ,: 12/4/202 SCALE : AS NOTED JOB NO. EL20-103 SHEET OF B SN�1S REVISIONS BY ELEVATUNS 19) (18) (17 ■. I II 110 =. : Ell IImi. II I■ 0I E. No I�I�I� I I� I!lI I II m ■Ih ■INIMEN NI■ININM =..' .�LI�I�.III ■lI �I�� oil Ell I■ imii II I 0 ■ ■ C ■I�I■Io ; ; NEW ��� ����■il ��� III III III UPI III El III III loll ��� �l III ORION I ■. ,�, p , - �_ D 3 � REAR ELEVATION BEAM HEIGHTS FRIZZIE BAND 15 WATER TABLE 14 1 SUCCO ILAPI SIDING THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF MIKE MUNZ CONSTRUCTION INC. AND SHALL IN NO WAY BE REPRODUCED WTHOUT WRITTEN CONCENT. MIKE MUNZ CONSTRUCTION INC. SHALL BE NOTIFIED OF ANY CHANGES REQUIRED BY ACTUAL MEASUREMENTS PRIOR TO ANY PHASE FOR BID OR CONSTRUCTION, THESE PLANS MUST BE SIGNED AND SEALED BY A FLORIDA CERTIFIED ARCHITECT OR ENGINEER FOR STRUCTURAL COMPIANCE. U H O O r.� 0 c0 U U] co O O O 02 O F+cdU w ZO ai N b H Pa a w s~ w zo z En U O C\2 t U 7C �0.11 � 04 U2 N U�s)] w co coW�� iOj Lo co It �o It. OLD C6 p40 %n -CC cvw� v r-I A 4 one � cor, Q) � 0 p N O zU:4-94 P, '•-i-Iin U r-, P, � � 44 ENGINEER OF RECORD. SIGNATURE A SEAL. srgTF � 2 N , 00, N D . S7 9p RCHITEGt rrf v m 4 E E N 4 v m Ln A. m OD O I OD r in DRAWN4CHECKED M.Munz_____ DATE4/2020 SCALE AS NOT2=0 JOB NO. : EL20-103 SHEET 3 OF a SHEETS COPYRIGHT PROTECTED MIKE MUNZ CONSTRUCTION INC. 2020 SIDE ELEVATIONS LEFT ELEVATION 5V Metal Roof Typ. Cem en tou s Finish TYP. Cementous Finish TYP. 12 0POOL ° 4 EQUIPMENT WELL EQUIPMENT SPRINKLER EQUIPMENT RIGHT ELEVATION REVIEWED FOR CODE COMPLIANCE T. LUCIE COUNTY OCC FILE COPY COPYRIGHT PROTECTED MIKE MUNZ CONSTRUCTION INC. 2020 REVISIONS BY THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF MIKE MUNZ COKSTRUCTION INC. AND SHALL IN NO WAY BE REPRODUCED WITHOUT WRITTEN CONCENT. MIKE MUNZ CONSTRUCTION INC. SHALL BE NOTIFIED OF ANY CHANGES REQUIRED BY ACTUAL MEASUREMENTS PRIOR TO ANY PHASE FOR BID OR CONSTRUCTION. THESE PLANS MUST BE SIGNED AND SEALED BY A FLORIDA CERTIFIED ARCHITECT OR ENGINEER FOR STRUCTURAL COMPIANCE. U �i O P.' U Cr)�, ac;cr) to O 0 U w cd a ai 'S rn O F 0 Qi 0 z � �a a x oaz U <C W a 0 ww � N W 1zL, ) w��,^� o rW Q U O 44 of C) w N Ltd w i o OCsr� do <c cvwv"o Q dw W EO F 004 w NLO �UOa O FO�o�OCujoi" a, ~-I U rx, � ia in f1. 44 ENGINEER Of= RECORD. SIGNATURE D SEAL. S1ATE ORp< '5ERNA&O 9 1S193 d+ , F�ARCHISEG LL U v = s � Q LLI N 1` z m Q en O 6' J DO E �_ N Q O W Q in [0 # Ln DRAWN CHECKED M.Munz ----- DATE 2/14/2020 SCALE AS NOTED JOB NO. EL20-103 SHEET 4 OF 8 SHEETS Roof P an 99 V-10" 1/4 22' 4" 121011 o 3' 0" 688 684 3' 0" 1 1 �_ w 0oa ✓ W� W W W W W U C 1 N J1 E) C _ _ 3PTC ' 0" 327 421 l 485 EJ 16 v 1A ♦ E 5P 945 LAT 2051 10' FLAT ' H7 1 4 O a384� 4 2) � z. 4 H2 m m m ", m m 2 M - n EJ A I F- a o EJ A O I I I 2 PLY EJ A I I I EJ A O I EJ A i I I EJ A 14' 9 1/2" I I EJ A 1 1 O' C" FLAT I C O EJ A � I w I I 'MA I T 7 3/41' ' 1 1/2" 2' 0" 2' I EJ A I I I EJ A I I I 277 EJ A I iB I I EJ A v EJ A I r 699 2' 0" EJ A I 1 629 1 I I J A ✓ I 420 1 EJB I O J N I I EJ9D I 10' 0" FLAT O 356 EJ9E I 1 7- 0 EJ9F % N 0 N W o fO o EJ9G K 1 1 I/ H r 21' 3 11/16"'N, POST 10' TRUSSES: A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE • a c v v S81 - - - - - - - - - -- 1 III— 528 IGO FLAT T _ _8 _ _ _ _ _ _0 "_ 1642 2' OF N2' 0" H 21011 II 2' 9" 11' 2' 13'0"F 10' 0" T2' 9" I larI, Iil I I1j'i M i kkk inj -I�I • • I. �l, Blil�vON I is �� I ' L0 _GME WiSM 1�II��!>rl�l�l Iililililil�L9Y�lil� �] I �I I I I I. L I-'; !HI O �i�■I�I_I_I-1�11-1�1-I�l 0r17\� �L 11�-. �I�I���I���I�I��I�I� _, �I�]❑lo A.■II�;I�;IIIIIIIIIIIII�I�[��I►_� �I��I�I�1�1�1©I��I � • .2' 1 P2 ' 14'd: LAT' , 1411 5 1 2 PL O 4 r 4 N IF,IF th d Y 4 213311,11 iO 1 4 I ' 0' "FLAT 2' 10 2' O" FLAT /16" ° � - ---- . ' • B ' .r 1 2' O" I I y y y I y y y A0, y y y y y y 1/161. y d y y y y I I I y y y 2' 11 3/4" 8 L 2' O" Y S S y y 100" .4 A y al y y y y T y S y A I y S-4IF I I y y y I I I S S SIF I I I • . - 1 2' O" it 2' 0" 2' O" I I I 271 1B I I I O" 2' O" 2' O" \ZO 2' O" T O" 2' 0 1 "F I I I I , • ' 6''1" ACCESS _ 22"x3e I I I I I FLAT I I 713 1 l N Mimi I I I ! A I ' Y 4 �C R 11 iY�I�����•;�il IJ�����►�►�1�•�I�i►�����1�'l�l�•�•�I �4 �•*'I �•I��.�I l�;►�•�����1�.�.4 D���i���l�•�.�.�1� - I I ■I ! r -awl ' J��Im�►min um _. it �olol��l��m�il�l ti — ,��i jr I1 ®Is lul IMMM INIMMMORM!�r�s �L a� Cantalever Overhang 1 —4 Oil �4 I Beam Heights J��III■C1���10���;� o i • 1A Roof Slope STRAP CORRECTIONS. FOR>3/5' DISPLACEMENT OF STRAP TO TRUSS FILL 6 in 12 Typ. VOID WITH PLYWOOD, NAILED 4" OC W. 10D NAILS. WHERE TRUSSES ARE SHIMMED SO THAT TRUSS ANCHOR HORIZONTAL NAIL PAN CANNOT BE UTILIZED, USE 2X4 BLOCKING To NEXT PROPERLY ATTACHED TRUSS ANCHOR. AT LOCATIONS WHERE STRAPS ARE MISSED OR WHERE PROPER Cantaliever Overhang 2'-0" typ. excludin Entry and Cupola NAILING IS NOT ATTAINED,ADD A USP RT-16A AS (me value in table) NEEDED WIITH 4- 3" X 1/4" TAPCONS TO BEAM AND FILL ALL AVAILABLE NAIL HOLES WITH 10 D NAILS AT TRUSSES. 699 WHERE TIE BEAM CONCRETE HAS SAGGED UNDER STRAP PAN i FILL WITH NON -SHRINK GROUT. e WHERE NAILS ARE MISSING ON HETAL 16 AND/OR HLPTA-75 THE UPUFT VALUE MAY BE INTERPOLATED TO CALCULATE NAILS NEEDED. USING 92# UPLIFT / 10d 1-1/2" NAIL AS INDICATED IN SIMPSON CATALOG, AN APPROXIMATION OF NUMBER OF NAILS NEEDED TO MEET THE UPLIFT VALUE CAN BE CALCULATED. 748 0 1 H_ 1 PRIOR CONNECTOR LEGEND unr(►) XXX CONNECTOR LOCATION (2) -NUMBER CF MNIECIOtS TIE DOWN CONNECTOR SCHEDULE Approval: FL o Miami Dade NOA Product Madet# Manufact. ATTACHMENT METHOD BUILDING #/SF DESIGN LATERAL F1/F2 BUILDING #/SF DESIGN UPLIFT PRODUCT #/SF DESIGN LATERAL F1/F2 PRODUCT #/SF DESIGN UPLIFT LOCATION STRUCTURE TRUSS 11473.4 STRAP Hetal 16 Simpson 1 EMBED (14) 10d x 1-1/2" of which 5 in seat. See Note below 1642 415/1100 1810 11473.3 STRAP Heta ,6 Impson 1A EMB 10d x 1-1/2" See Note below 421 340/725 1810 19473.3 STRAP Heta 16 Simpson Jacks G9ft EMBED 5 10d x 1-1 2" See Note below 327 1gg 427 1 4 10 RTRAP MGT Sim son 35 8 BOLT 22 10d x 1-1 2" See Note below 3965 11473.2 STRAP FGTR Simpson 4 4 2 4+1 2-1 2"x5 BOLT 18 1 4"x3 STD's See Note below 7705 4725 9450 6535 17236.11 STRAP RTi6A USP MiTek 9 10d x 1-1 2" See Not below 346 805 490 10852.5 STRAP LSTA-18 Simpson Cupola/ a ey, 14 10d See Nate below 1235 13872.14 STRAP IMTS-16 Simpson Cupola/Valle (14) 10d See Note below 990 10456.10 StdTie SP4 Simpson Cupola (6) 1ad to stud See Note below 825 CONNECTORS HAVE BEEN SELECTED TO PROVIDE ADEQUATE LATERAL RESISTANCE. * ALL BOLTS TO CONCRETE TO BE THREADED ROD, FASTENED INTO THE CONCRETE WITH EPCON TWO PART EPDXY OR EQUIVALENT OR RED HEAD LOT CONIC. SCREWS. DO NOT USE EXPANSION ANCHORS. MINIMUM EMBEDMENT IS 6" FOR 1/2" AND 5/8" DIA., 8" FOR 3/4" DIA. AND 10" FOR 7/8" AND 1" DIA. BOLTS. FOR BOND BEAM, FORMED BEAM AND FLOOR APPLIC. + (2)HETAL 16 SPACED 1-1/2" APART IN CONC. (1 MEMBER TRUSS) = 2035 UPLIFT 12—STUB 10D nails ea. F1 1,055# / F2 1,305# + (2) HETAL 16 SPACED 3" APART IN CONIC. (2-3 MEM.OR 1 MEMBER TRUSS W. FILLER.) = 2500 UPLIFT 12-16D nails ea. F1 1,055# / F2 1,305# + (2) HLPTA-75 SPACED 3" APART IN CONCRETE = 3500# GENERAL ROOF NOTES 1. ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFT < 950# AND ARE TO BE SECURED TO CONCRETE BEARING SURFACES WITH A SIMPSON HETAL-16 OF TO WOOD BEARING SURFACES WITH AN USP MiTek RT-16A ALL END JACKS, CORNER JACKS AND HIP JACKS LESS THAN 9 FOOT SPAN CAN BE SECURED TO CONCRETE W/ A SIMPSON "HETA-16 or 20 W/ (5)10d NAILS OR TO WOOD WITH A SIMPSON "TS-18" W/ (8)16d NAILS. 2. RT16A AND RT16-2 CONNECTORS MAY BE SUBSTITUTED FOR EACH OTHER, DEPENDING ON WHETHER THE GIRDER IS A ONE MEMBER OR TWO MEMBER. RT16A'S MAY BE USED TO SECURE TRUSSES TO TIE/BOND BM WHERE THE LAYOUT WAS MISSED WITH (4) TAPCONS AS DESCRIBED ABOVE. TS22 STRAPS WITH (4) TAPCONS MAY ALSO BE USED AT AN ANGLE WALL/TRUSS. 3. CONNECTORS HAVE BEEN SELECTED TO PROVIDE ADEQUATE LATERAL RESISTANCE. 4. CONNECTOR VALUES EXCLUDE A 33% INCREASE IN STRENGTH Steel Column detail S/C-1 Page 4 Y • o Vertical plates= e 12"x22"x3/8", ea. Height from bottom of base plate to the top of the horizontal top plate 10'-3 1/2" Truss Design Criteria APPLICABLE CODE = F.B.C. 2017, 6th Edition ASCE 7-10 WIND SPEED = 170mph ULT, 132mph ASD EXPOSURE "C" TPI-2014 ASCE 7-10 ROOF TRUSSES TOP CHORD L.L. — 30 P.S.F. TOP CHORD D L — 7 PSF top horizontal plate BOT CHORD L.L. - 10 P.S.F.(non-recurring) 12"x5—i"(depend.on **BOT CHORD D.L. — 10 P.S.F 4 of members)x3/8" TOTAL — ** 47 P S F 0 1 33 DURATION FACTOR FLOOR TRUSSES TOP CHORD L.L. — 40 P.S.F. TOP CHORD D.L. — 10 P.S.F. (6+6)7/8" Holes BOT CHORD D.L. — 5 P.S.F 3/4" Thru bolts TOTAL — * 55 P.S.F 1. TRUSS MANUFACTURER SHALL SUBMIT PLANS AND ENGINEERING DRAWINGS FOR PERMIT, WHICH SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. ALL MEMBERS SHALL BE SO FRAMED, ANCHORED, TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGHT AND RIGIDITY. 3. GENERALLY WALL SIZES INDICATED ARE BASED ON NOMINAL LUMBER SIZES. CARE SHOULD BE TAKEN DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE OF WALLS. 4 Al I PI Ywnr)n SHAI I RF InFNTFFIFn 4"x9'"xl/4" WITH THE APPROPRIATE GRADE/TRADE— Recess Base Plate 3.5" MARK OF THE AMERICAN PLYWOOD Into F.F. ASSOCIATION. 7/8"Holes (4) A4ju5t for actual field measured 5. ALL PLYWOOD EXPOSED TO THE wall height. WEATHER SHALL BE EXTERIOR TYPE. - 4 3/4"xIO" Simpson Strong -Tie THD7 IOOH * 6. DESIGN FLOOR TRUSSES FOR ADDITIONAL Titen HD Concrete Screw Ancho " 4" 15#/SF. DEAD LOAD WHERE STONE OR MARBLE FLOORING IS TO BE INSTALL UrE `+®�i 16"xl6"x3/4" O„ COORDINATE FLOOR FINISHES W. BUIL MARBEL AND STONE FLOORING ATOP 1/2" DURO—ROCK BOARD. FFlFFF � � Entry Sidewalls detail. Entry Trusses ES—P4 IF Top of entry Beam U—Block Lintel Open for Garage and M.B. Trusses Stucco over paper backed loth over 15 lb felt. over 19/32" CDX plywood Nail Pirood w 8D ringshank nails 6 field and edges *5 SCR60 Typ. II II II II Lintel Front to Back Lintel Front of Entry U-Block U-Block Block Plywood edges w.2x4PT fastened 12' O.0 w, 1/4"x3'Tapcons �I - (____----__ - ___ I II I I I 1 1 1 1 I I ---------- D fl m II II II _ -- D I II I I I I I I I I I I "------- ---------- -- Top of Garage and Ma.Ba.Wall O I O - F IF COPYRIGHT PROTECTED MIKE MUNZ CONSTRUCTION INC. 2020 REVISIONS BY THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF MIKE MUNZ CONSTRUCTION INC. AND SHALL IN NO WAY BE REPRODUCED WITHOUT WRITTEN CONCENT. MIKE MUNZ CONSTRUCTION INC. SHALL BE NOTIFIED OF ANY CHANGES REQUIRED BY ACTUAL MEASUREMENTS PRIOR To ANY PHASE FOR BID OR CONSTRUCTION. THESE PLANS MUST BE SIGNED AND SEALED BY A FLORIDA CERTIFIED ARCHITECT OR ENGINEER FOR STRUCTURAL COMPIANCE. U 0 IJ-I U ce) 0 P3 Co Ca a C0 W 0 0 U Q) �+ F­i.5 Lid CaIx o o 0 Ps z L) � OD � 1. a x ti z� a w a� 0 z U2 N Cu i•I WAG'^20 Q UFO rd cvW i�I to do C7Z�� Lz+C7 Id O CD d-oInC62 o CDC n On aFy U , O E"I 04 a; c�rxqa v o,� N LC) dUOQ 0 0 Lo � 6 0 L) R. ENGINEER O = RECORD. SIGNATURE A SEAL. OP, 44 �,�p,'(E •BERNARp�O � 9 70� AR0015193 RFD ARCH��G m J tL U v _ U > Q lu N m to Ul C OD c � IL N v � m#�Ln DRAWN CHECKED M.Munz _____ DATE 2/4/2020 SCALE AS NOTED JOB NO. EL20-103 SHEET 5 OF 8 SHEETS O "T .47 J in COLUMN, TIE -BEAM AND LINTEL PLAN 1 f 4" = 1'-0" 22'-4" 12--0' I-II'-0" I-Gt°- I� A SH 25 3'-B" 3'-a" >° A3f_4" <r O O m o f PATIO KNEE WALLS A - A 1#5 extended 44" int wall/Col. U-Block Dowell #5 O T II R re 2'-2" `T'-z" L a'-2 5'-2" 2'-II" 9'-0" I OO SH 35 SH 35 Where Column Steel dimentions are missing in corners Use 4" CONCRETE MASONARY UNITS: A. COORDINATE WITH ALL OTHER TRADES WHOSE WORK RELATES TO BLOCK MASONARY INSTALLATION FOR PLACING OF ALL REQUIRED BLOCKING, SUB FRAMING, BACKING, FURRING ETC., TO INSURE PROPER LOCATIONS. B. PLACEMENT OF ITEMS FURNISHED BY OTHER TRADES; PLACE ANCHORS, BOLTS, PIPES, SLEEVES, NAILERS, BLOCKOUTS, REGLETS, FITTINGS, CONDUITS ETC., PROVIDED BY OTHER TRADES WITHIN MASONARY. C. MORTAR MIX: MORTAR SHALL COMPLY WITH ASTM C-270. NO MORTAR THAT HAS STOOD LONGER THAN 1 HOUR SHALL BE USED. D. BLOCK MASONARY UNITS; HOLLOW LOAD BEARING UNITS PER ASTM C--90. ALLOWABLE STRESS TO BE 1750 PSI. E. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER CLEANING AND INSPECTION. F. WEEP HOLES SHALL BE PLACED MAX 12" BENEATH PRECAST LINTEL BEARING ENDS, TO INSURE CMU COLUMNS ARE PROPERLY FILLED WITH CONCRETE. SU1 Is W S 1� �j P6 13 1D to SH 35+ Transom Window P c41 52-1/a"x27" O I �� 5 _2. 21_4. 2 O V- ' +J r--------------- 1 I I I I I I I I I I I I I I I I I I i I O ? 1 r I T\ _rT IT- T rrO" 8"I. 8'-a" 18. Su P6 A_ O I I m I I I I 1 O m I I I I I in u v m T-2" -0" SH 35+ Transom Window 52-1/8%27" m M ,3 SU1 to 13 P6 I� Sul P6 I '1 3 O SH 1 2 35 v O I "W O T SH 1/2 35 � 8"X8" POURED CONCRETE IN BLOCK AND LINTEL AROUND WINDOW OPENINGS TYP. O I Q IN LOCATIONS WHERE 2-tin ME Ug.D. INOu s: Lim BOND BEAM 3I171 IN TOP OF UNTEL waNEVW UNTIL. REPI.ACEe LOWER COURSE OFBOND BEAM. TYPE DESIGNATION PREBAR NNE91 AT OP cLEAR r F - FIUED wTH MMT / U " UNFILLED b • I =11TY OF iJ REHIW AT sM.U. 4 BDTTDM aF uFITEL G1WTY 8}F1 E B/1 T NOMINAL WIDTH J L011IWDTY OF 05 a AT BOTTOM NOMINAL HEIGHT REBAR AT TOP L CAWTY RDNFI)RONG ]-6Tn! PROVIr INNUNTEL a' NOMINAL MDTN (hV NOTE: THE II(STALLATI N OF GLAZING PROTECTION - DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE. - 1 r e PRECAST LINTEL TABLE ( CAST-CRETE) LENGTH OF LINTEL TYPE All filled APPLIED GRAVITY LOAD PLF ALLOWED GRAVITY LOAD PLF REMARKS. 7_ 81`28-1 B <250 3127 Garage Door Lintel 2 11-4 8F28-18 289 3127 3 4-6 BF24-113 267 8974 4 3-6 8F24-1B 267 8672 5 4_ 8F24-1B 267 8672 6 - SF24-1B 267 8672 7 4-6 BF24-1B 267 8672 4-6 8F20-1B <250 7547 5-10 BF24-18 1063 6036 in 7-6 8F20-1B 1393 2205 111 5-10 8F24-1B 1063 6036 12 7-6 BF20-1B 1363 2205 13 4-6 8F16-1B 267 8672 14 4-6 SF24-1B 267 8672 16 3-6 8F24-1B 267 8974 17 3-6 8F24-1B 267 8974 18 1 5-10 8F8-1B <250 1451 19 7-6 8RF6-1 B <250 755 DOOR LINTEL 20 5-10 BFB-1B <250 1451 23 12-0 BF16-13 267 1254 24 6-6 8F16-IB 678 3480 25 15-4 8F16-1B 294 1276 26 15-4 8F16-1B 294 1276 27 10-8 898-113 267 1533 28 9-4 BF16-IB <250 1843 29 9-4 81`24-113 267 3486 30 9-4 8F24-18 267 3486 31 9-4 81`24-1B 267 3486 32 9-4 BF16-1B <250 1843 33 5-10 8F24-1B 954 6036 34 7-6 8F24-1B 1283 6036 35 1 5-10 8F24-16 954 6036 SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U4.INTEL.B OMMOOww SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUB sumo w2-M 916-e r w w le w2-1B r1/-in r7n•Is rM-w w98-Iw 11 a 111 r-1D (34') PRECAST 31 40M n1J 7 4 ow loop MICEn13 ] 4 laws S-V (4r) PRECAST 231 7722 ens Maw 4eM nn ] 4 Bars ima 4'-0" (4e) PRECAST 965 7 i/57 aw61 70M 8107 4eM n13 T haws 4'-e (54') PRECAST 5g9 Me n,U edl axa0 ease aw 1=4 laws 5'-4' (OV) PRECAST 217 340 Nee tBu 393 mM 4Me eel 30w ]0 Is 5733 n 5'-10' (W) PRECAST Del line 1173 ten m sRa 1e 217Y M 7M 63M 8'-8" (78') PRECAST gog 23e 21" 430 =1 = 2177 low, San (SIC) PRECAST 743 "1 17w 3M 3= ton 1720 YM7 Man Mai "now 9'-4' (11Y) PRECAST 554 on 1100 ties gem me 762 1216 1643 47116 a= W-6'(1281 PRECAST 475 es awe 1M7 21M see ea ,es 193 27m 47M 11'-4' (1381 PRECAST 362 M2 MS t3M BIB 3127 saw caw 1 M 13M eve 131V xaM Ir-Cr (1441 PRECAST 337 ow an ISM maW m= 540 an im ONshe mm 1Y-4' (ion PRECAST 298 471 We tans Mlax me 9M] 471 70 1075 49 1018 230 2MT 14'-0' (le01 PRECAST 279 4M 7M tan 3s taw] Men, sop 442 700 1002 3w 18m 21V 2030 W-8' (1761 PRESTRESSED N.R. ION m M ml M ml e 458 7e 13A 9m 2517 2712 15'-4-(1841 PRESTRESSED N.R. Me e M e e e M 412 710 12M 733 23110 2513 17'-e (20B) PRESTRESSED N.R. 1e m MR MM we se 3M SM MO me 1aw0 vie;aw47 lg'-4' (2327 PRESTRESSED N.R. ore win ne M ■ In awe sus 4aw 7M Om 12aw Ins Mal 21'-4' (2561 PRESTRESSED N.R. M m nor Min lei e M law 310 an 6w 1114 1as 14M 2r-O'(2641 PRESTRESSED N.R. SE 'R IR NT Nit M MR in 38 in 7M ,SIN 12M 1A 24'-O'(2887 PIRESmF55II1 N.R. 1st M MRNT fR a MT in 2M 4M BM 6B4 1012 less (n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED RESAR SEE NOTE Na 4 SAFE GRAVITY LOADS FOR 8" PRECAST col r' RECESS DOOR U-LINTELS *oF-Owwr SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH war-® w1oHm ePh4-e MP" WvTas ware atto w5-IB Salo-IB M4-10 016-2 BF3-tB BF28-IB rF3D-19 4°-4' (52") PRECAST 16M 1749 ]TSS 32B0 430 91a ow 7w ten ]e9 = e6aw Mie0 Mop I= 4-6- (Si') PRECAST 1494 ISM 3w3 2e2 3w6 4M6 OW MO trA 3M See Maw awe m loe3 5'-B' (or) PRECAST 688 m 17f6 1716 22n MIX 31a2 390 ne sewi 1M7 m MT 931 6-10"(70') PRECAST Sine a less IBW 2a4 sop 3M moo 1113 234E 4M2 IMm Mllbe Mu BMwi r-W (Br) PRECAST 797 A01 teas neo Mop nor Me 7310 9e 18fl Saw awe 7m6 on 1 Y-8' (80') PRECAST BeS 14M RM seaw 37T8 m43 MUM M]M I se9 mow 5113 1 R-S- (116.1 PRECAST 411all 9M ,Me saw 3211 4091 ]tea eM 9aw ISM =Till 47Mi .n1M (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR t4M0 FIELD AWED RESAR SEE NOTE NO. 4 NOTE: THE INSTALLATION OF GLAZING PROTECTION DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE. TYPICAL SHEAR WALL SEGMENT FROM 1 CELL COLUMN TO 1 CELL COLUMN. }}=r--------7 - - -- � TYPICAL I WINDOW I OPENING i IN BLOCK # 5's typ WALL I I DETAIL. I II II Ilk I I DISTANCE VARIES NGINEERING SPECIFICATIONS PRODUCT DESCRIPTION Ho strength PU* conmde entds dmlplad to be unfled a Mad to firm a composite Nlnfrced bean Icing conarete mowq units. MATERIALS ' to 8' mew Mbele = W psi • Common memory unite (CMU) perASTM CM with minimum not rem • to g' prabesK 6' wed it "cost mteb = Mal pal a mpov also etrm*t = 1900 psi • fe 4' "cud Onhds = J000 psi • Rebor per ASTM A615 Grade 60 • Gad par ASIM C476 fit = SM all e/ nmolmum • Prsh®BIg strand per A51M A416 Qade 270 In relamUos 3A eah agpegote and 8 to it Inch dump • 7/R Inch wee per ASIM A510 • Mortar par ISM CM Type M or S GENERAL NOTES 1. REM hill mortar head and bed )Nita a Cost-In-plae a nowte may be prodded In =pWW lintd In lieu of 2 Shore filled IMde os regdrod aanaen maeanry ulna 1 Installation of III mask comply with m itechud S. Sob load range an rational design andyb par AD 318 and AD 530 ad/r strucbrd droAga 10.Roduct Approrda Miami Dade Csunt% Florlb Now 03-MM05 4 U-Untab ore m Flabred with 5-1/2 inch long ROW= at and 03-0805.04 rich n autiDi mft wrtkd colt nirbraig and grouting. 11. Be also surbw of Antis iutded In mWor convde memory wall 5 NI Bleb mat r rased LIM wrtlad bbatbo, uopl dndl haw a cwWg of shicco applied In acaordanae with ASTM C926 Ibtds 17'-e and Mngr with o maned herd of 8' mod a Older appm el sway or OMW [AM 12.aft Wait eindtw=Oy with Method (gradly or ON and hobo. 6. Bottom field added Mahar to be lowbod at the better (latad) loads should be checked for the combined loading with the of MW mad* following "no= 7. 7/32 inch derider see drrups an waded to the bottom All vertical load Applied horimdd load end for med a laol mdoop San school load Sale BalzanW lead U(1.0 SAFE LOAD TABLE NOTES 1. Ad rduM boW an minhnum 4 inch nanind bearing. 8 Fr canpwite Tidd h*b not show% in sob bad fmm Eswptiaa Sob bode for udild rnteb must be m&ved nut bear height by 20 R fi booing length Is Ism than 6-1/2 Inches. 9. Fr lintel lagtha not darn, use cob load him Z N.R. = Nd Rood nut longest length 1 Sob bob n NWMPMW dimbls load 10.All cote loath in units of ponds per liner foot. 4. Safe bob hoed an Grab 40 w Grade 60 field labor. 11. N ads tomb baud an dryly supported span. 5. Additional lateral load callosity o3 be obtained by the 12115 nmbr in the paewheb indcons the percent rdudian deigtr by prodding addtord nb(rod moonry Elbow for gab 40 field added nobs. the preod onto. Sao Reinforced CMU an Page 4. Example 7`4 lintel Type BF32-13 wife gadty bad = 6472 (A 6. One F Row my be substituted for two 15 rebaa In E InHe only. w/ 15% Ieducton => 6472 (.65) = 550I of 7. The dwlghr may eedub canmhW bob from the Mile bed table by aicobMg the madmum modeling moment ad Elea at d-mq from the faro of appal. # 5 cot. Rod W. 10" hook P-6 - II I � II II#5 Col w. 10" ydo hook I � I � I I N.T.S. TYPICAL STEP UP SECTION. Cast -Crete perimeter beam system uplift calculatlons Wand Velocity = 110 mph. (ult), 132 mph (asd) Exposure Classification 'C' Importance Factor (D = 1.0 (2)Exposure / Height Coefficient (K) = 1.0 MWFR5 Vertical Roof Uplift Force MWFR 5 Overhang Uplift Force (1,2) Interior Zone = -28 pelf. tile) Interior Zone = -44 par. (1,2) End Zone = -40 psf. (1,2) End Zone = 36 Oaf. Half the trues span 11.33ft. Overhang 4 ft. Dead Load 10 psf. Worst case Uplift (Pounds/Lineal Foot) Enclosed 486 plf. Overhang Ill. plf. Total 6.0 plf. Maximum Column Spacing 12'-8" ft, UPLIFT TABLE ALLOWABLE UNIFORM UPLIFT LOAD - POUNDS/LIN.FT. TE-GOWN I t 9-0 ads 7-4 5-0 1-4 1a-O la-8 ll 4 12-0 5 13-4 4-0 I" N-o ,e-a o 2 o B"Xa" - 45 514 sae 4J1 372 m250 235 215 log win 161 153 13e In Ila M a"xB" 746 617 =1 447 344 3M 270 233 a3z 214 1w law ne 157 no 1u 10 -6 OR I -w7 8"x1S" I-e5 1494 1350 1245 1151 022 810 734 6114, We SM 513 470 40 392 337 295 241 6"xis" 1944 2-450R1-47 1494 Me 1245 1151 =4 e92 80 Tn' 710 653 803 1 500 400 412 357 284 DeSlgn Flarameters I. Mascnry is to be filled with Coarse Grout 18' to II' slump ) that has a minimum compressive strength fc of 3000 per a 28 lags. 2. Reinforcing steel is ASTM ALI5 Grade 60, with a minimum lap of 48 chameters 3. reinforcing is placed in the top roe of the double roe of the approved masoirg unite with 1-1/2' cover. Remforcing steel in the lintel dean not increase the upVt capacity of the angle span condition.: between the tie - down pants 4. The span in measured (in feet) as the distance between the tie down points consisting or a #5(mm.) rebor in a vertical 8x8 black cell. Reinforcing shell be adequately embedded in the footing (standard 90 honk, 10' long) and shall have a 90 hook at mid depth or higher in the band beam. S. The composite boom used in this design is composed or a double course or 8x16 moacnrg, filled with roars, grout, with a tab horizontal rebar in each course cr a single 871 in the top course only. 6. All locations are based on the Florida Building Code Sth Edition 2011 (D The values listed are for a building low than 30 feet tall and in Exposure B. For all roar elopes. These values must be adjusted bg applying the appropriate multiplier from Table 1604.1(2), for buildings up to 60 feet tall and in ExposurM C and D as wall. These multipliers we listed below for convenience. (2) Avg. Roof Hgt Exposure d3 Exposure C Exposure D (Table 1L09.1(2)) 0-As 1.0 1.21 1.41 20 1.0 1.29 1.55 25 1.0 1.35 1.61 30 1.0 1.40 1.64 35 1.05 1.45 1.10 40 1.09 1.49 1.64 45 1.12 1.53 1.18 50 IAL 1.5111. 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.81 COPYRIGHT PROTECTED MIKE MUNZ CONSTRUCTION INC. 2020 REVISIONS BY THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF MIKE MUNZ CONSTRUCTION INC. AND SHALL IN NO WAY BE REPRODUCED WITHOUT WRITTEN CONCENT. MIKE MUNZ CONSTRUCTION INC. SHALL BE N011FlED OF ANY CHANGES REQUIRED BY ACTUAL MEASUREMENTS PRIOR TO ANY PHASE FOR BID OR CONSTRUCTION. THESE PLANS MUST BE SIGNED AND SEALED BY A FLORIDA CERTIFIED ARCHITECT OR ENGINEER FOR STRUCTURAL COMPIANCE. U y i0-I R' U co a M v3 VD ado O O O r=4 a O 'S Oi W O o o z c4 noa x W z w vz p a .a~411 Vco O W 0 a N to W wad L. Dd O a) N Wfs+ Q Q U -ell Cd Oj C J Z to O i uo O 'ef' C7 FU, 4OLD 6®wje� -c� C\2W` ,a ` Qcr)a --\ r Gia CC)E �Q'l DO 0 W CV R 0.2 UCO �OPL; O N Ifs z� 0�Od OUOF" Q Q U] U w 0, r ENGINEER O�= RECORD. SIGNATURE A SEAL. 5•�pTE^OFFS 'OERNAF?ID e : 17 F \ * tip , cR° ARCHIT�'GLIL C� C'(l J 4 U 9) _ '' U U t % LU Q m m N � W m O ttl (17 (X) _:s Ln an Q O `v B U O IQ L W Q LO 2 [� # U DRAWN CHECKED M.Munz --___ DATE 2/4/2020 SCALE AS NOTED JOB NO. EL20-103 SHEET OF 8 SHEETS WINDOW FASTENER -SCEDULE,- 2x4 BUCKS ATTACHED TO CBS WITH 1 /4"DIA.X4" LONG TAPCONS, 4" FROM EACH EDGE, 16" O.C. REMAINDER. OR 1X4 PT BUCKS ATTACHED WITH CONCRETE NAILS ® 12" O.C. AND WINDOW FRAMES ATTACHED THROUGH THE BUCK, TO THE CBS, WITH 1/4"DIA.X4"LONG TAPCON CONCRETE SCREWS 4" FROM EACH EDGE 16" O.C., REMAINDER. DOOR BUCK FASTENER SCEDULE 2X6 PT BUCK ATTACHED TO CBS AND LINTEL WITH 1/4"DIA. 4" LONG TAPCONS 4" FROM EACH EDGE, 4' AND 8" EACH WAY OF DOUBLE DOOR HEADER CENTER, REMINDER 23"O.C. MAX. IF NO BUCKS ARE USED OR 1X6 BUCKS ARE USED, ATTACH JAMB DIRECTLY WITH TAPCONS TO MASONRY OPENING WITH 1 /4"DIA.X4"LONG TAPCON CONCRETE SCREWS. GARAGE OVERHEAD DOOR -BUCK -FASTENING SCEDULE- FASTEN 2 X 8 P.T. GARAGE OVERHEAD DOOR SIDE BUCKS TO CBS WALL WITH 1/2"X6" TITEN CONCRETE SCREWS 6" FROM EDGES AND 20" O.C. REMINDER. FASTEN 2 X 8 PT HEADER BUCK WITH 4" X 1/4" TAPCONS 36" O.C, FASTEN GARAGE DOOR OPENER BASE 2X8 PT WITH 4 4"X1/4" TAPCONS, CMU WALL STUCCO FINISH CMIU WALL STUCCO FINISH DOOR BUCK / FLASHING @ CMIJ WALL WINDOW BUCK / FLASHING @ CMIJ WALL NOTE: THE INSTALLATION OF GLAZING PROTECTION DESIGN OF HAS THE SUPPORT ISTRUCTURE.DERED IN HE 8"X8" POURED CONCRETE IN BLOCK AND LINTEL AROUND WINDOW OPENINGS TYP. TYPICAL SHEAR WALL SEGMENT FROM 1 CELL COLUMN TO 1 CELL COLUMN. ismno0,,I�,�,r�e N • 1�� ME IIIIIIIIIIIIIIIIIIPMA FUF&M # 5's typ .=.r":'�w.(s'+;r*..•.;°::=..`�''`=-;.'iw:'C`��-:'.`.� - - - - - - -J- - - - -` DISTANCE VARIES 11 DETA IS STRAP CORRECTIONS. FOR>3/8" DISPLACEMENT OF STRAP TO TRUSS FILL VOID WITH PLYWOOD, NAILED 4" OC W. 10D NAILS, WHERE TRUSSES ARE SHIMMED SO THAT TRUSS ANCHOR HORIZONTAL NAIL PAN CANNOT BE UTILIZED, USE 2X4 BLOCKING TO NEXT PROPERLY ATTACHED TRUSS ANCHOR. AT LOCATIONS WHERE STRAPS ARE MISSED OR WHERE PROPER NAILING IS NOT ATTAINED,ADD A USP RT 16M AS (see value in table) NEEDED WIITH 4- 3" X 1/4" TAPCONS TO BEAM AND FILL ALL AVAILABLE NAIL HOLES WITH 10 D NAILS AT TRUSSES. WHERE TIE BEAM CONCRETE HAS SAGGED UNDER STRAP PAN MORE THAN 1/4", FILL WITH NON SHRINK GROUT. WHERE NAILS ARE MISSING ON HETAL 20 AND/OR HETAL 16 THE UPLIFT VALUE MAY BE INTERPOLATED TO CALCULATE NAILS NEEDED. USING 92# UPLIFT / 10d 1-1/2" NAIL AS INDICATED ON SIMPSON CATALOG AN APPROXIMATION OF NUMBER OF NAILS NEEDED TO MEET THE UPLIFT VALUE CAN BE CALCULATED. MISSED DOWELL CORRECTION. AT LOCATIONS WHERE A DOWELL HAS BEEN MISSED DRILL FOR A DOWELL SET WITH EPCON OR SIMILAR EPDXY, 6" DEEP FOR #5 AND 8" DEEP FOR #7, 1/4" LARGER DIAM. THAN THE MISSING DOWELL. SEALANT 2Y EYTERKOR RATED P.T. WINDOW BACK SET WISED OF SEALANT w/ M ROW OF I/4"TAPCONS w/ I-1/4" CONCRETE EMBEDMENT RT' FROM CORNER N IL" O.C. THROUGHOUT IN A STAGGERED PATTERN N COMPLIANT w/ FMA/VDMA 400.13. FLASHING: LIQUID APPLIED WATERPROOF COATING PER AAMA 714 OR SELF-ADHEARING FIASHINC MEMBRANE PER AAMA 7IL DOOR JAMB ASSEMBLY: INSTALLED PER MFGS PRODUCT APPROVAL N COMPLIANT w/ FMA/WDMA 400.0. SEALANT WOOD BRICK MOLDING SEALANT FLASHING: LIQUID APPLIED WATERPROOF COATING TO PROVIDE CONTIGUOUS SEALED AREA PER AMA 711 - COATING SHALL NOT INTERFERE w/ ADHESION OF STUCCO FLASH SEALANT IY EYTERIOR RATED P.T. WINDOW BUCK SET IN BED OF SEALANT w/ a) ROW OF V4" 0 TAPCONS w/ I-im CONCRETE EMBEDMENT B" FROM CORNER N 14" O.C. THROUGHOUT IN A STAGGERED PATTERN N COMPLIANT w/ FMA/WDMA 250.10 WINDOW ASSEMBLY: INSTALLED PER MFG'S PRODUCT APPROVAL N COMPLIANT w/ FMA/VDMA 250-10. FLASHING: LIQUID APPLIED WATERPROOF COATING PER AAMA 714 OR SELF-ADRFARING FLASHING MEMBRANE PER AAMA 711. SEALANT FLASHING: LIQUID APPLIED WATERPROOF COATING TO PROVIDE CONTIGUOUS SEALED AREA PER AAMA 711 - COATING SHALL NOT INTERFERE w/ ADHESION OF STUCCO FINISH SOFFIT DETAIL N.T.S. FP INCLINED AND LEVEL TRUSS- 2 OVERHANG T & G PORCH AND LANAI CEILING HIGH RIB ATTACHED TO ROOF TRUSSES •� CEMENTOUS FINISH ATTACHED TO HIGH RIB 9/ 3.4# 3/8" high rib. Fasten each rib at every truss w. 2" galv. roofing nail through the rib or w. 1" wide crown 16Ga. staple w.2" legs across the rib, VENTILATED ATTIC CALCULATIONS FOR GARAGE, PORCH AND ENTRY: RECTANGULAR SCREENED VENTS WITH APPERTURE 6"X22" = 0.916ST/VENT GARAGE 467SF NEEDS 3.11 SF OF VENTILATION TO MEET 1 IN 150 WITHOUT 'RIDGE' VENTILATION. 3.11SF/0.916SF=3.4 SCREENS USE 4 VENTS MIN. PORCH 297SF NEEDS 1.98 SF OF VENTILATION TO MEET 1 IN 150 WITHOUT 'RIDGE' VENTILATION. 1.98SF/0.916SF=2.16 SCREENS USE 3 VENTS MIN. ENTRY 138SF NEEDS 1.01 SF OF VENTILATION TO MEET 1 IN 150 WITHOUT 'RIDGE' VENTILATION. 1.01SF/0.916SF=1.0 SCREENS USE 2 VENTS MIN. VENTS MARKED ON PAGE 4. CONTRACTOR NOTICE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. DESIGNER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSIONS CONCERNING DIMENTIONS. CONTRACTOR TO CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS WITH SPECIFIC MANUFACTURER, PRIOR TO COMMENCEMENT, AND ENSURE ALL TRADES ARE INFORMED OF THESE OPENING REQUIREMENTS. CONTRACTOR TO VERIFY PLACEMENT OF VERTICLE STEEEL RE -BAR AND CONFIRM PROPER PLACEMENT AS NEEDED TO MEET EXTERIOR ROUGH OPENING SPECIFICATIONS. WORK AS NECESSARY TO COMPLETE CONSTRUCTION: A. IT IS THE PURPOSE OF THESE PLANS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED (NIC) NOT INCLUDED IN CONTRACT. JOB CONDITIONS: A. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID AND/OR CONTRACT NEGOTIATIONS & SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE DESIGNERS ATTENTION IN WRITING FOR CLARIFICATION. BACKCHARGES WILL NO BE ACCEPTED BY THE DESIGNER B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND/OR AS AN ADDITION OR EXISTING CONDITION WITH REFERENCE TO ARCHITECTURAL STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT OT THE DESIGNERS ATTENTION, IN WRITING, SO CHANGES CAN BE MADE AS NEEDED. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS, AND OTHER PROVIDERS TO INSURE THAT THE WORK WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON STRUCTURAL MEMBERS DURING CONSTRUCTION. CLEANUP/ REPAIR: A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVERSPRAY.. ETC. ALL FIXTURES, EQUIPMENT„ GLAZING FLOORS. ETC, SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORK AND REPAIRS TO MATCH ADJACENT AREAS AND SPACES. PLYWOOD SIDING DETAIL N.T.S. PLYWOOD 2.5# Self -Furred Diamond Meek Lath. Fasten Con edges and 12" in Field with 2°"galy. roofing nail or w. 1 wide crown 16Ga. staple w.2" legs. CEMENTOUS FINISH ATTACHED TO LATH. + Min embedment for topcons thru 3/4"buck 1-1/4" to concrete. Min embedment for #10 screws to 1-1/2" wood buck 1-1/4" ++ STRIKED OUT WINDOWS ARE DELETED. A-1 P-2 ROOFING, SOFFIT, SIDING & FLASHING BUILDING PRODUCT Approval: FL or MIAMI DADE NOA PRODUCT MODEL# MANUFACTURER ATTACHMENT METHOD #/SF DESIGN PRESSURES #/SF DESIGN pREASSURES FL. 14645.3 ROOF V5 Metal et. 1e9. fg.COrp. Attach w. 9-16 Hex Head Wood Screws with Sealed Washer to penetrate deck min.3 Peel & Stick 6" 6"ed -B"field O.C. 88.4PSF Zone 3 -196.75PSF FL. 16048 Dryin Underlaym. Tri Built Mat.Grc N/A OFFIT SEE DET. RINKER AMICO Cementous stucco finish over high rib lath 1x8 T&G Porch & Lanai N/A JEQUID FLASHING SEE. DETAIL P6 Brush sealant on Block openings FBC R703.4 TIE DOWN CONNECTOR SCHEDULE Approval: FL o Miami Dade NOAProduct Model# Manufact. ATTACHMENT METHOD BUILDING #/SF DESIGN LATERAL F1/F2 BUILDING #/SF DESIGN UPLIFT PRODUCT #/SF DESIGN LATERAL F1/F2 PRODUCT #/SF DESIGN UPLIFT LOCATION STRUCTURE TRUSS 11473.4 STRAP Hetal 16 Simpson 1 EMBED (14) 10d x 1-1/2' of which 5 in seat. See Note below 1642 415/1100 1810 11473.3 STRAP e a Impson TA E 9 10d x 1-1/2" ee o e a ow 421 340/725 1BID 11473.3 STRAP Heto 16 Simpson IB Jacks <9ft EMBED 5 lod x 1-1/2" See Note below 327 188 427 1005 11473.10 T Sim son 3 5 8 BOLT 1 x 1-1 See Note below 11473.2 STRAP FGTR Simpson 4 4&1 2-1/2"x5" BOLT 18 1 4"x3 STD's See Note below 7705 4725 6535 17230.11 STRAP RT16A USP MiTek - See Noe below 346 805 490 1020 10852.5 STRAP LSTA-18 Simpson Cupola/Valle 14 1Od See Note below 1235 13872.14 STRAP MTS-16 Simpson Cupola/Valle (14) 10d See Note below 990 10456.10 StdTie SP4 Simpson Cupola (6) 10d to stud See Note below 825 SEAL AROUND BLOCK OPENINGS 0-2 P-5 For window openings 1 x 4 p.t. strips for blocking, attached according to fastening scedule. For 16" wide exterior deco arches use 2x4 PT attached to exterior surface CONNECTORS HAVE BEEN SELECTED TO PROVIDE ADEQUATE LATERAL RESISTANCE. ENGINEERING CRITERIA Florida Building Code 6th Edition 2017 Wind Speed = 170 mph V (ULT), 132 mph V (ASD) Risk Category 11 Wind Importance Factor = 1.0 Building Category R3, Enclosed Exposure C Enclosed Building Internal Pressure Coefficient -Gcp,= 0.18 Hurricane Protection Shutters No Impact Glass Yes Mean Roof Height < 16.5 feet Maximum Window Pressure= +37 P.S.F. -48.9 P.S.F. Maximum Door Pressure = +36.3 P.S.F.-39.6.3 P.S.F. Maximum Garage Door Pressure = +31.5 P.S.F. -38.7 P.S.F. COPYRIGHT PROTECTED MIKE MUNZ CONSTRUCTION INC. 2020 REVISIONS BY THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF MIKE MUNZ CONSTRUCTION INC. AND SHALL IN NO WAY BE REPRODUCED WITHOUT WRITTEN CONCENT. MIKE MUNZ CONSTRUCTION INC. SHALL BE NOTIFIED OF ANY CHANGES REQUIRED BY ACTUAL MEASUREMENTS PRIOR TO ANY PHASE FOR BID OR CONSTRUCTION. THESE PLANS MUST BE SIGNED AND SEALED BY A FLORIDA CERTIFIED ARCHITECT OR ENGINEER FOR STRUCTURAL COMPIANCE. C) O Q.' b a C0 a�0 O o U ai C=4 r•-I aad co o o o � z 0 14 ;� w� a 0 � oaz� w C\2 td Do Y­qP. o wGa 71 N IV IV wad Cd� � w\r.,^�FlO fd 4 Q C4 c�wwW I z� Cp to � 0�. O [x Cry a7 CD ¢ � O to to �21 a Cl) CV CO 0 Cd �� F"F" I37ER. +i 006y QO O,­i V Q 04 N ti V) ����OU Os"' ww�ro,, p ENGINEER OP RECORD. SIGNATURE A SEAL. STArF O --"BERNq AN * 00> , m , A. S CFO '0� �RcHfrecS v- I{1 fsl J 4J LL U w _ s U � U > 'Q Q m W m t S a, m Nn O 0' E J 1D Q Ln a O oa W/ N Ln m # LT DRAWN CHECKED M.Munz ----- DATE 2/4/2020 SCALE AS NOTI=D JOB NO. EL20-103 SHEET 7 OF 8 SHEETS GFI _ .—.—'—'—'—.—.—.—.—._. _._..—.--. OF Q^J4- — _ — ._ I,,0 knee wal _ wP �1 WP B R 2 GFl c Goo N wlc0 COVERE LANAI \ \ ' \ LT LT On w LT WP Wp v \ R \ FAN \ s� I' 28 XB0 GFI BtATH ❑ W WIC Z � ^0\ 2'a"xa'o" 16T, / I BR 3 j 1 N / / y w.LT / L-1 PANTRY IS I I CH WP i5 LAUNDR T j AC prl ae / ® OR I W er Oftp. 1 DISC. GFl 77 lull/2'a"XB'0" / Openinqq,He from 10 t4 / S3/ BR 4 2'a'Ita'o' ' w.LT LIN LINEN ®'m N,/ 2'a"xa'o" N G � w xD WIC N a . 3 20MIn.Flre F S/C-I ❑ � P. -4 GFI OF so 4'0Pole O PS OR I —4� •txV J / /./ // i // E / � I / \GFl GARAGE./ G I T1J -- --------------- I j I I I I I / 16'0'xa'D" GODS''\. I I / 8'O"X8'0" GOD I r, Q .ICJIL JIL'JI !' - ILZALLALJI / TV w.LT \�GFl / / / GFl ,7' �W SH 35 Glazed Impact-�- � '� SK 35 teodeerr — — — — — 7-T — — — — — --" — — — — — — — I- Go GFI I I I I I I xi, 9'KEA7 ROOM \ ----- L J ------- L-- i---J IETv I. I > GFI I I I I I w.LT I I R // I}� GFI ! ! MnTn toeadar, ider tail (g5 -- ui LINING I FOYEIF I L!-N\ OFFICEI \\ I I I 1 I I \ I I \ y\ `1� —`) \ �../ I o p \ w.LT I I \ L-- Glazed Impact L - --J --`�\ - - - -— 8'O'X8'0" Double Door_ �. ited . = E) _\ WP SH 35+ Treneom Window i /' Active / / SH 35+\, \Troneom pQndow WP �,GFT 52-1/8"x27" 52-1/e"x2i' GFI \ \ FRONT P,�TIO AND ENTRY \ / �OR Active / / r-——— — — —/-- / Is @ R 1.I., R �\ MAS_, R bEDROOM _ w.LT II I I R I \ -!-- Is I / I / C x tV WIC �.—. r-,o�, � � �.�WIC 1ATTIC I � ' \ � x ]�1J 1ACCESS I 22"%38" - m L 1 , N FANS. 0 \ SH E LINEN CFl I \. MASTERS %BATIK.\ Fl/ \ 4'-O" GFI GFI / I SH 1/2 35 SH 1/2 35 GFl WP v OF! ! I / LIVING AREA= 3037 SQ FT I GARAGE Area= 804 sq ft I PORCH Area= 527 sq ft j ENTRY Area= 215 sq ft I I TOTAL Area= 4583 sq ft. I I 'a. NI z J'N PANEL CALCULATIONS CM. VOLT RW POLE TIP WIG ROA 2oWCE 12 240 ROI 2 40 2b R/C A/C COhONE 0R 34 240 am 2 60 2! R/C AR HN/A@ SH51T 56 240 DO 2 So 2! R/C .. . TOP 2A 240 w 2 50 2! R/C OWN Wid= 9.10 240 s0 2 30 2-0 R DR1H1 RR 240 M3 2 30 2-0 R /C WATER HEATER a Ro is 1 20 2-12 R PAC DNNSHCa1AF. SWI KS 120 30 1 20 2-2 R ALL 6F3 15 20 i5 I 2D 2-12 R ABi1GBPRCR 7 12D is 1 20 2-12 R FIB! isRD is 1 20 2-12 R WAWER 9 RO 0 1 20 Z-R R oR1 WA&B 20 120 L4 1 20 2-2 R SIC 9NTOR 8 go 15 1 20 2-R R GARAGE DOOR OPEWR 22 12D is I 20 2-0 R SARNSE DOOR OPENS 23 GO 15 1 20 2-2 R M= WME OR HOOD 2+.M im 93 1 20 2-14 R = eeBVL LK*rrNS 29A0 240 s0 2 60 3-6 C RR PANEL FOR MM R 120 1 20 R NUMERATOR 8P 120 1 20 C SPARE 33 RO 1 20 C PATE TOTAL OA KW NOTNCLWM AC/YEAT HEAT SWAT 11= - 0000 WATTS . TOTAL MISS AREA 3OV x 3W FIRST D KW AT DON = D000 WAT M • 9111 WATTS IEMOEQ AT 4OX = 5040 WATTS TOTAL = 35040 WATTS SM40 VA O..R240 V- I" AMPS USE 200 AMP 40 COMIT PO4L WIRING DIAGRAM AND ELECTRICAL RISER, NTS FPL SBMCS 60 A DRC a �Q ADITEAT z e 6 AR HND 2.2/O CA t a/a CU. awR BFiCr. 200 A SAU TO SAM PANS. OR MGM GL W. DOC s• Ia uERaam WIM w"a eWITO ft ROD PN8 PUMe 40 A DRC AIC COW' Grew d to . _._._..... Td •Ld. EL. OU TL. LEGEND SURFACE LED FLUR INCAN BT BELL TRANSFORMER O CEILING RECESS LED FLUR INCAN O THERMOSTAT BLANKED CEIL. OUTLET FIRE ALARM SYSTEM SMOKE DETECTOR O CEILING FAN OUTLET ° FIRE ALARM SYSTEM SMOKOENDETOECOTORE AND on °' CEIL. LAMP OUTLET &PS. � SOUND SYSTEM SPEAKER 1 X 4 LED/ FLUORECENT EF[i ALARM SIGNAL CENTR. STATION 2 X 4 LED/ FLUORECENT °❑ ELECTRIC DOOR OPENER PEG INDICATES WALL INSTALL. BATH EXHAUST FAN AND LIGHT COMBO 0 1' DIAM. FLUOR. SURFACE LT. + CEILING FAN L=WITH LIGHT SINGLE RECEPT. OUTLET SECURITY SYSTEM K Y PAD DUPLEX RECEPT. OUTLET , /\ �l�J PREWIRE FOR LAN CAT.5 SING. SPECIAL PURP. RECEPTACLE MD MOTION DETECTOR DUPL. SPECIAL PURP. RECEPT. a 2 BULB EXT. W.SENSOR UND.EAVE SEC.LT RANGE OUTLET 240 OUTLET 1l SPECIAL PURP. ONNECTION Ank SPLIT WIRED PL. RE PT. PUSH BUTTON cH CHIME TELEVISION OUTLET PHONE OUTLET All 120—volt, sinqle phase, 15 and 20 amp branch circuits supplying outlets shall be protected by a listed arc —fault circuit All 120—volt, 15 and 20 amp receptacles Shall Be Tamper —Resistant FILE COPY COPYRIGHT PROTECTED MIKE MUNZ CONSTRUCTION INC. 2020 REVISIONS BY THESE PLANS ARE AND SHALL REMAIN THE PROPERTY OF MIKE MUNZ CONSTRUCTION INC. AND SHALL IN NO WAY BE REPRODUCED WITHOUT WRITTEN CONCENT. MIKE MUNZ CONSTRUCTION INC. SHALL BE NOTIFIED OF ANY CHANGES REQUIRED BY ACTUAL MEASUREMENTS PRIOR TO ANY PHASE FOR BID OR CONSTRUCTION. THESE PLANS MUST BE SIGNED AND SEALED BY A FLORIDA CERTIFIED ARCHITECT OR ENGINEER FOR STRUCTURAL COMPIANCE. U O R; o Cr aj @ a1:415 U O x 'S rn o H ed z rh b o a x � E rn a w o�z _P rn N a U2 w � 4. I-d� w �`�" O Q A '-4E U td O 4' `v co w N I � z�, � o �otoCD� o�� Alit�,� M ooE- Pi M(V oq) Mr" 0) ,� ~ 0P U0 �U P r/2 U � 0, � 4, <C .~H C DRAWN CHECKED M.Munz ----- DATE 2/4/2020 SCALE AS NOTE-0 JOB NO. : EL20-103 SHEET 8 OF a SHEETS --------------------------------------�--------- r- I. (28) B"x4" ' I IL — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — (1st) --- 12"x8" WIC 2 1 I BEDROOM 2 5"0 10"o 50 CFM EF 12' 12" BATHROOM 3 / (27) / 8%4" COVERED LANAI I / I I 50 I 12"0 I 40 I I 14 " 14"x14"l / WIC 3 9"0 ' 1 TO REDUCE FACE VELOCITY (SOUND) ' — — — AT SUPPLY REGISTER IN MASTER BEDROOM, USE (2) 12X6 SUPPLY REGISTERS W/ 9" FLEX DUCT 0 EA.\J I — — I 10x10" (124) 12"0 (175) I ' 10"x8" 10"xIO" (229) 1 4—WAY 4" THICK POURED CON. I (157) I 14"x8" I ' UTILITY PAD 12"x8" GREAT ROOM ' 9"o / I I BEDROOM 3 10" 0 KITCHEN 10"o MASTER BEDROOM � ct� ' Z 14"0 12"o I � d PANTRY [L(- - A/C DISCONNECT 12"0 U) a �a (8g) 10"x6" `V o m 12 16"x16" 14 a UPFLOW AIR HAND NIT— r.r 14"x14" 10"x10°' ON 25' (MIN.) HIGH WOOD r,l.-.- -�...- � I v r — — — — — — — — — — — J FRAMED AIR IN -TAKE BOX 12"0 9 r 8 0 (184) O 12"x8" — 1 24"x24" (MIN.) RETURN AIR F - �0"x10" 4 0 5 ' 4"0 (MIN.) PVC (OR HDPE) PIPE ' 8 GRILL BENEATH AIR HANDLER ( I I 0 9 0 I I— 8%4" WIG (18) I SLEEVE BELOW FLOOR SLAB FOR UNIT FILTER AT AHU 5"0 8"x4" A/C COMPRESSOR SUPPLY/RETURN 100 DESIGN CFM: 1614 PIPE & CONDENSATE DRAIN 12 x12 14"x14" DINING I I FOYER I (118) 10"x10" BEDROOM 4 12"x6" L`—J ' I t 10 "0 I OFFICE / DEN i 9"0 / / 4 (148) 50 CFM I I I 10"x10, 10"x8" 40 EF I I 50 CFM (10) 81 x 4 L L E 8"x4„ WIC 4 BATHROOM 2 I I , / 8"x8„ 4-WAY ' FRONT PATIO / ENTRY l _ MASTER BATHROOM EF / I ' CFM I I 'r------------------------------- I I GARAGE L-------- I I I I 1 I I I I � I I I I I 3 ----------------------=J r- I L--------------------- J f LAYOUT PLAN SCALE: 1/4" =1'-0" HVAC LEGEND and ABBREVIATIONS j� CEILING MOUNTED SUPPLY AIR REGISTER FLEXIBLE DUCT JUNCTION BOX YW (CFM) & GRILL SIZE W/ FLOW DIRECTION SUPPLY SIDE ARROW(S) CEILING MOUNT RETURN AIR GRILL NJ (W/O FILTER) WITH FLEX TRANSFER DUCT (SEE HVAC COMPONENT SIZE SCHEDULE) INSULATED SUPPLY AIR DUCT / (R-6 FLEX) SIZE PER PLAN ,'INSULATED RETURN AIR DUCT // (R-6 FLEX) SIZE PER PLAN r/ HVAC COMPONENT SIZING, SCHEDULE ROOM LOCATION DESIGN BTUh DESIGN CFM REGISTER/ GRILL SIZE FOYER & DINING 3809 184 12"X8" BATHROOM 2 252 12 8"X4' WIC 4 212 10 8"X4" BEDROOM 4 3061 148 10"X8" PANTRY 1845 89 10"X6" BEDROOM 3 2572 124 WNW Uj 0 WIC 3 319 15 WX4" En } BEDROOM 2 3325 161 12"X8" dWIC 2 588 28 8"X4" N BATHROOM 3 561 27 8"X4" KITCHEN 3616 175 10"X10" 4-WAY GREAT ROOM 3253 157 12"X8" MASTER BEDROOM 4740 229 14"X8" WIC 478 23 (2)8"X4" MASTER BATH 2288 111 8"X8" 4-WAY OFFICE/DEN 2446 118 12"X6" PANTRY N/A 89 10"X10" BEDROOM 4 N/A 158 12"X12" COMMON N/A 347 14"X14" a BEDROOM 3 N/A 189 10"X10" Z BEDROOM 2 N/A 139 12"X12" Of Of COMMON N/A 328 14"X14" OFFICE/DEN N/A 118 10"X10" MASTER BED N/A 363 14"X14" COMMON N/A 481 16"X16" MASTER BATH (2) N/A 111 10"X10" HVAC CONSTRUCTION NOTES= EXHAUST FAN TO BE DUCTED IN OEF ACCORDANCE W/ CURRENT BUILDING CODE. MIN CFM VALUE PER PLAN 7—DAY PROGRAMMABLE DIGITAL OT THERMOSTAT (OR EQUAL) BATHROOM EXHAUST FAN DUCT /SIZED IN ACCORDANCE W/ FAN MANUFACTURERS SPECIFICATION AND IN ACCORDANCE WITH CODE REGULATIONS HTG / CLG LOAD SCHEDULE BY ROOM ROOM AREA (Sq. ft.) HEATING (Btuh) COOLING (Btuh) 1 FOYER 105 2012 1117 2 DINING 215 2929 2692 3 BATH 2 49 952 252 4 WIC 4 50 762 212 5 BEDROOM 4 187 4166 3061 6 PANTRY 128 1269 1845 7 BEDROOM 3 197 1945 2572 8 WIC 3 61 819 319 9 BEDROOM 2 201 3974 3325 10 VAC 2 48 1624 588 11 BATH 3 57 1256 561 12 KITCHEN 309 1480 3616 13 GREAT ROOM 517 4143 3253 14 MASTER BEDROOM 365 5871 4740 15 WIC 140 1113 478 16 MASTER BATH 279 5881 2288 17 OFFICE/DEN 129 2122 2446 WHOLE HOUSE TOTALS 3,037 4.2,318 39,129"" "NOTE: TOTAL LATENT GAINS PER MANUAL J (INFILTRATION, DUCT GAIN, AND OCCUPANT GAIN) FOR COOLING = 5,764 GENERAL HVAC NOTES: 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE 2020 FLORIDA CODES, MECHANICAL & ENERGY CONSERVATION CODES, APPLICABLE INDUSTRY STANDARDS LISTED THEREIN AND AS NOTED HEREIN BELOW, AND ANY OTHER GOVERNING LOCAL REGULATIONS AND ORDINANCES. 2. THE NEW/PROPOSED HVAC SYSTEM SHALL CONSIST OF ONE SPLIT SYSTEM AIR CONDITIONING UNIT, COIL WITH BLOWER, AS DESCRIBED AS FOLLOWS: — AHRI REFERENCE NO. 201294083; RHEEM; 44,500 Btuh; 16.00 SEER;13.00 EER — INDOOR UNIT (AIR HANDLER): RHEEM, MODEL No. RH1T4821STAN; RATED 208/230 V. / 1—PH / 60 HZ — OUTDOOR UNIT (CONDENSER): RHEEM; MODEL No. RA1648AJ1 — HEAT STRIP: MODEL No. RXBH-1724?07J; (2) ELEMENTS, 5.4 KW EA 3. ACCA MANUAL J HEATING AND COOLING LOAD CALCULATIONS, ACCA MANUAL S SYSTEM SELECTION, ACCA MANUAL D DUCT DESIGN, AND ENERGY EFFICIENCY PERFORMANCE CALCULATIONS, PURSUANT TO THE 2020 FBC—ENERGY CONSERVATION CODE, SECTION R405, HAVE BEEN PREPARED BY ECOINNOVATIVE, KATHLEEN CONNOLLY, E.I.T. DUCT LAYOUT DESIGN CRITERIA: 1. DUCT SIZING HAS BEEN CALCULATED IN ACCORDANCE WITH ACCA MANUAL D USING THE FOLLOWING: — FRICTION RATE: 0.03 IWC/100 FT; — 1614 CFM COOLING (HIGH SPEED) — TAP 5 BLOWER SPEED, 0.5 IWC EXTERNAL STATIC PRESSURE 2. DUCT DESIGN CREATED WITH A TOTAL EFFECTIVE LENGTH (TEL) OF 974 FT (SUPPLY SIDE) AND 68 FT (RETURN SIDE). IF DURING INSTALLATION, FACTORS SUCH AS TRUSS DESIGN CREATE OBSTACLES THAT ALTER AND INCREASE EFFECTIVE LENGTH OF DUCT RUN, PLAN SHOULD BE RETURNED TO DESIGNER FOR NEW DUCT SIZING LAYOUT. }}pper°� y� 3. DUCT DIAMETER SHOWN ON PLANS IS INTERIOR RADIUS. FILE CUP i 4. MANUAL DAMPERS AT EACH TRUNK AT SUPPLY PLENUM RECOMMENDED FOR MANUAL FIELD BALANCING OF HVAC SYSTEM FLEX DUCT CONSTRUC11ON STANDARDS: 1. AT SUPPLY PLENUM AND SUPPLY JUNCTION BOXES ALLOW UNOBSTRUCTED PRESSURE BUILD AT LEAST 2 TIMES THE DIAMETER OF THE ENTERING SUPPLY BRANCH DUCT. 2. THE RADIUS OF A BEND OR TURN SHALL NOT BE LESS THAN THE DIAMETER OF THE AIRWAY. 3. SUPPORT FLEX DUCT AT NO MORE THAN 4' OF LENGTH WITH 0.5" (MIN) STRAPS. 4. FLEX DUCT TO HAVE NO MORE THAN 1/2" SAG PER FOOT (OR 2.5' SAG PER 5') OF LENGTH BETWEEN STRAPS. 5. IN ACCORDANCE WITH ADC FD72—R1, FLEX DUCT SHOULD BE STRETCHED TO ITS FULLEST LENGTH RECEIM BY APPLYING 25 POUND FORCE, HOLD FOR ONE MINUTE AND ALLOW THE DUCT TO RETRACT TO MAY'2,1-1011 ITS NORMAL LENGTH. HVAC SUPPLY REGISTERS: Permitting department St. Lucie County 1. SUPPLY AIR REGISTER SIZES ARE BASED ON HART & COOLEY ENGINEERING DATA ACCORDING TO THE REQUIRED DESIGN CFM BASED ON MANUAL J LOAD CALCULATIONS AND ARE SIZED AND PLACED WITH RELEVANCE TO VELOCITY AND THROW FOR OPTIMAL ROOM COMFORT. EXHAUST AIR: 1. EXHAUST CEILING FAN LOCATED IN BATHROOMS MUST BE VENTED TO OUTSIDE WITH GALVANIZED SHEET OR CORRUGATED ALUMINUM FLEX EXHAUST DUCT WITH SEALED SEAMS AND JOINTS. 2. TOILET ROOM EXHAUST FANS TO PROVIDE 50 CFM ® 0.25 IWC (BROAN MODEL 6714, 70 CFM, OR EQUAL). SEE MANUFACTURERS AIR FLOW PERFORMANCE DATA. 3. EXHAUST DUCT LENGTH TO BE IN ACCORDANCE WITH 2O20 FBC—RESIDENTIAL, TABLE M1506.2 This Mechanical Layout Plan is for the sole purpose of selection, specifications, sizing, and placement of Heating, Ventilation, and Air Conditioning (HVAC) Components only. Floor plan has been provided to Ecolnnovative and is a diagrammatic representation not for purpose of construction. Z �rL Z N Ow 0 rV) LL W Q 0 6 Z gl I I 8 PREPARED FOR: A & G RESIDENTIAL CONSTRUCTION INC. 3432 SW EUROPE ST. PORT ST. LUCIE, FL 34953 s 0 i 0 m 0 w w U a 0 z 0 a w w w z a PREPARED BY: Kathleen Connolly DATE: March 7, 2021 SCALE: AS NOTED JOB NO.: S200809 M41111111111111111