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HomeMy WebLinkAbout36095 Carriage Pine CtLOMANCO VENTS INTAKE VENTS AS REQ'D �- FASCIA PER SPEC 2x8 SUB FASCIA VENTED SOFFIT SEE PLAN SEE PLAN � I /, NOTE: FIRE RATED OVERHANG APPLIES ONLY TO OVERHANGS WITHIN 5 FEET OF PROPERTY LINE- SEE ROOF PLAN FOR LOCATION 4 SITE PLAN WHEN REQ'D PAINTED CEMENTITIOUS FINISH 3 �4 yy� OE N o� J � GRADE �i CA ROOFING AND UNDERLAY IENIT INSTALLED PER MANF. SPECS 4 15/32" CDX PLYWOOD OR vlb" CHAPTER 9 OF THE 5TH ED. 2014 0,5.15. ATTACHED W/ Od RING FBC RESIDENTIAL SHANKS (SEE SHEATHING DETAIL INSULATION BAFFLE ON SHT SO PROVIDE "H" CLIPS FOR NON -SEALED BETWEEN EA. TRUSS • ALL ATTICS HORIZONTAL JOINTS- SEE SHINGLE MFG SPECS FOR ADDITIONAL INFO WD. TRUSS INSULATION TYPE 4 R-VALUE W/ VAPOR BARRIER PER ENERGY CALLS. INSUL. NOT TO ENCROACH INTO SOFFIT, FIRE BLOCKING PER FBC R302.11 1/2" CD METAL STRAP 0 EACH TRUSS- TYPICAL (1) COURSE BOND BEAM w/ (1) 45 CONT W/ 10" HOOK a TOP 4 FILLED SOLID 8" BLOCK - TYPE "S" OR "M" MORTAR 5♦ VERT. IN CONC. GROUTED BLOCK CELL - FLOOR TO BOND BEAM 1/2" G.W.B. w/ PAINTED FIN. OVER TREATED WD. FURRING STRIPS I6" oz. INSULATION PER ENERGY CALCS. BASE FLOORING MATERIAL F1BER MESH CODE COMPLIANCE VERIFICATION: WOOLF AND ASSOCIATES ATTESTS THAT TO THE BEST OF OUR KNOWLEDGE AND BEL IEF THAT: THE CODES LISTED BELOW ARE LEGALLY ADOPTED REQUIREMENTS GOVERNING THE WORK DESCRIBED BY THESE PLANS AND SPECIFICATIONS AND THE WORK DESCRIBED HEREIN TO THE BEST OF OUR KNOWLEDGE AND BELIEF HAS BEEN DESIGNED IN FULL COMPLIANCE WITH THESE CODES AND INTERPRETATIONS. BUILDING CODE: FLORIDA BUILDING CODE RESIDENTIAL, 5TH ED. (2014) FLORIDA BUILDING CODES, BUILDING 5TH ED. (2014) FIRE CODE: FLORIDA FIRE PREVENTION CODE 2012 ACCESSIBILITY FLORIDA BUILDING CODE, BUILDING 5TH ED. (2014) ENERGY CODE : FLORIDA BUILDING CODE, BUILDING 5TH ED. (2014) SECTION R302.10U: INCLUDING EXTERIOR WALLS/OVERHANGS SEPARATED BY LESS THAN FIVE(5) FEET SHALL HAVE NOT LESS THAN ONE HOUR FIRE RESISTIVE RATING WITH EXPOSURE ON BOTH SIDES WIND DE516N a ULTIMATE WIND SPEED 145 MPH IMPORTANCE FACTOR 1.0 EXPOSURE C RISK CATEGORY 11 FINISH FLOOR a < -Y ELEV. • - `r MIN. FLD. ELEV. • I 1=1 11= I I -III -1 a _ • I I I-111-1 I: t: I I=1 I I 6 MIL POLYETHYLENE VAPOR BARRIER Y 26% COMPACTED FILL REIIJFORCING STEEL PER PLAN 4 FTG SCHEDULE 05 DOWEL w/ 10" HOOK SEE PLAN 4 FTG SCHEDULE TYP I GAL. WALL SECTION 3/4"•1' WHEN BOX IS IN SQ. DEPRESS SLAB 5- PAST OPENING x 14 FRONT TO BACK —BLOCK WALL SLOPE PER PLAN (2) 50 CONT METHOD OF DESIGN FBC RESIDENTIAL 5TH ED. (2014) R301 FBC 5TH ED. (2014) 1609 MEAN ROOF HEIGHT 14'-6"* INTERNAL PRESSURE COEFFICIENT 0.18 ENCLOSED MAIN BUILDING 71:PU55 DESIGN 0s5 LANAI AND ENTRY T.CLL. 40 P.S.P. T C DL. 10 P.S.P. B CDL. 5 PSF. TOTAL 55 PSF. • 10 PSr-. B.C.L.L. TO BE RAJ NON -CONCURRENTLY NOTE 1: PROVIDE CONTROL JOINTS PER ACI 2243R PROVIDE A TOOLED JOINT WHEN FINISHING THE SLAB IN A STRAIGHT LINE OR SAW CUT SLAB WHILE CONCRETE IS STILL GREEN. THE MINIMUM DEPTH OF THE CONTROL JOINT SHALL BE 25% OF THE SLAB SLAB RECESS + THICKNESS. LOCATE JOINTS APPROX 10' O.G. EACH WAY. JOINTS TO GARAGE DOOR EXTEND TO OUTSIDE WALL OR SLAB STEP. LOCATE AT LEAST ONE JOINT TO INTERSECT EACH INSIDE CORNER SLAB STEPS OR EXTERIOR WALLS. JOINTS TO AVOID RECESSED SHOWERS ALL EXTERIOR MASONRY WALLS WITH JAM STEEL ACT AS SHEAR WALLS/PIERS ACCORDING TO RELATIVE RIGIDITY C '� ® ■ WOOD STUD 15EARNG WALL GARAGE RECE55 DETAIL A SCALE : N.T.S. �(I) 50 CONT. VERIFY FINISH FLOOR OF SHOWER la A MiN. FLP ELEVAT KJN X_ 4" 8" FOOTING ® SHOWER SCALE : N.T.S. FRAME WALL w/ PT BOTTOM PLATE • Y 5z T ................................. :t S LAN I I Mil 71MI I I I, , I Mi I I-1' 8Y GARAGE WD WALL NON—BR6 G SCALE . ---------------? - LVL/GIRDER ------------- = STRUCTURAL WOOD COLUMN Old FOOTING SCHWULE «" - FOOTING WIDTH INTO • FOOTING DEPTH SYMBOL SIZE REINF. GDMNENTS FI 16"W x 20"D MONO (2)" CONT. TYP. FOOTING F� 20"W x 20Y D MONO (2)'50 CONT. FRONT GARAGE WALL FOOTING UN:D. Oib"W x 12"D INTEGRAL. (2) 45# CONT. TYP. FOOTING 5♦ BAR NOT REQUIRED AT F4 8"W x 8"D THICKEN EDGE (1) 5t CONT. WOOD WALL LOCATIONS IN GARAGE O16 "W x 16 "D MONO (2) 45+ CONT. DROP PAD FTGS AS REQ'D TO F6 24w x 24"LU x 12"D PAD (3)05♦ EA. WAY MAINTAIN 4" OF SOIL COVERAGE OVER TOP OF FTC. SHOWN ABOVE MEET T14E REQUIP61DUO CODE- EXTEND DEPTHS AS REQ'D TO MEET MUNICIPAL OF T14E FLORIDA 15UILDIN LAND DEVELOPMENT CODES NOTE: MANATEE COUNTY REQUIRES THAT ALL FNISHED FLOORS BE 8" ABOVE ADJACENT GRADE, EXTEND ALL PERIMETER FOOTINGS TO BE 20" DEEP MINIMUM i TERMITE PROTECTION TO BE USED: BORA-CARE TERMITICIDE SUBTERRANEAN TERMITE PRETREATMENT ONLY APPLIED TO Gi?OLND FLOOR WOOD SURFACES. THIS TREATMENT SERVES AS A PRIMARY TREATMENT TO PREVENT SUBTERRANEAN TERMITES. PRETREATMENT TO BE PERFOFrED AT A POINT DURING THE CONSTRUCTION PROCESS AFTER THE "DRIED -IN" STATE WHEN ALL STRUCTURAL WOOD AND SWEATING IS IN PLACE, YET PRIOR TO INSTALLATION OF INSULATION AND WALL COVERINGS TREATMENT IS PURSUANT TO FLORIDA STATUTES AND FLORIDA BUILDING CODE. INDICATES GROUTED BLOCK CELL - W/ I-f5+ CONTINUOUS VERTICAL REBAR FROM FOOTING TO BOND BEAM (TYP) Att W PRE O Nq RV A"r+h� �M^I CITY C�tit H OF�EPHY%�Hi��� , AND o M uj a zfn = ,� M N z oaf of a�ceCO �Wo�o Z U. z00 M c ra a V d v f W Jug 3 o 0 �r trP00ZpV yy W QI'�,.QSa =aq J 2t gjx6Rs0zFdaz W W O MEN; s W. J 0 10 0 N F� Z�M� y� y QQQQ J Q p�0-7J>w 3wvwcoy3WFZu_ OU eJOJQYIO"1wR000 ulwo[ODDZQJ=UCLZQUZ W" 0Lu QU0.:"?z. ZidOgq t(y u. [L Lc J O w W Q o = U oR011ygNC'es c� U- o REVIEW DATE ® � R�� I)CITYOFZEfH�HILLS csRLAN EXAMINE � N � v =Sao- a W r—O U I `D A T I O I` FLAN E L E VA T I ON 'A' 1�"51'!0" WHEN BOX IS 1" SQ. 1/8°•1'-0" WHEN SOX IS 1/2" S ASSUMED SOIL BEARING CAPACITY IS 2000 PSF. NOTIFY ENGINEER IF UNSUITABLE OR UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED. ENTRY SLAB NOTE: ELEVATION OF ENTRY SLAB (-) 1-1/2" FFF. ELEVATION CAN BE NO MORE THAN 1-1/2" BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY. DRAWING INDEX Al FOUNDATION PLAN A2 FLOOR PLAN A3 ELEVATIONS A4 ROOF 4 BEAM PLAN E1 ELECTRICAL PLAN 61 STRUCTURAL DETAILS S2 STRUCTURAL DETAILS S3 STRUCTURAL DETAILS IF BOX IS 1" SQ THEN SCALE OF DRAWING IS: 1/4"-1' -0". IF BOX IS 1/2" Sa THEN SCALE OF DRAWING IL N � � N O W r �t W z_ N IL NIN In iL o O 6O Lu O 91 - V_ O v Q CS- Lu ISSUED FOR PERMIT 12-IS-16 VERSION: 2015-4 12-19-16 JOB 1fo1609 COPYRIGHT 2015 LENNAR HOMES AINDOW 5CHEDULE WINDOW APPLIED SYMBOL SIZE PRESSURE PSF NOTES OA 0 33 SH +28 / -38 - OB 25 SH +28 / -30 EGRESS OC 25 SH +28 / -30 EGRESS OD 25 SH +28 / -30 EGRESS OE 35 SH +21 / -29 DOOR 5CHEDULE DOOR APPLIED SYM1501. SIZE PRESSURE PSF NOTES O 3068 +21/ -29 FIBERGLASS O 160�0 +24 / -26 OVERHEAD O 5068 +26 / -29 SLIDING GLASS DOOR NOTE I. ALL INTERIOR DOORS SHALL BE 1-3/5" HOLLOW CORE UNLESS OTHERWISE NOTED. 2. ALL BI-FOLDS TO BE CASED W/ CASING AND BRICK MOLD 3. CONTRACTOR TO VERIFY MASONRY OPENINGS PRIOR TO COMMENCEMENT OF WORK. 4. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS EQUIPPED WITH SELF CLOSING DEVICE. SOFFIT APPLIED PRE55URE (P5F) 1 +28 / -38 DRYWALL @ INTERIOR CE I L I NCG5 TYP * ALL INTERIOR CELINGS: 5/8" G.W.B. OR 1/2" SAG RESISTANT CONTROL DENSITY BOARD R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FIRE -RATED DOORS EQUIPPED WITH SELF CLOSING DEVICE. O DCT PENETRATION DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND R502.6 SEPARATION REQUIRED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT ATTACH CONDENSER TO CONCRETE SLAB W/ 5/16" DIAMETER x 1-1/2 INCH LONG TAPCON AT EACH CORNER, (4) TOTAL FOR EACH UNIT. ATTACH "L" CLIP TO THE CONDENSER W/ (2) 010 X 3/4" LONG SELF TAPPING SCREWS PER "L" f CLIP, 4 TOTAL PER UNIT. 4" THICK CONC. PAD - EXTEND 6" BEYOND UNIT ALL AROUND 0ITYP. ARCH DETA I L a--CALE : 1/4"•1'-0" WHEN BOX IS 1" SQ. 1/8" • 1'-0" WHEN BOX IS 1/2' SQ. CIND. UNI SEE t IFG SPECS CONVEN50R UNIT ATTACHMENT DETAIL_ SCALE = NOT TO SCALE HB? 3'-2" 8'--1" 5'-2" G/U cu EGRESS 0 "x-12 "x�V 6 RE NFORgED CONC. PAIjIFOR A/C E T ■ MUS BE ASV. ■ MI LD. ELEV. 8" 15'-e /4" 12'-111/4" / 8" m MASTEi� a o i� N ■ N 8'-0" / GREAT ROO / VAULTED CLG. / 8" 5'-1 I e4m 3'-1 " 6'-6" / 12'-Il 1/4" 8" / ■ R 4 8 ti _ SHLVS — — — n W/G . �b� 34" x 60" SHOWER PAN 0 8'-0" CLG. d) ■ M. 5ATI4 a • a 8'-0" CLG. _ ,�� DINING VAULTED CLG. &- WR V LAV h;;P ■ 5 d) 2 6ef' v 0OL 4068 TILE TILE 8" Il'-4 3/4" 2' 4" 2' 4" '-10" 2'-4 3/�" 6'-4 " [a.. 5DRM 03 1 ITCH sINK , '? a,-ou CLG.VAULTED CLG. a o■ - _ ° t CPT. ■ TILE 10'-2 3/4" 'y� 6'-0" �,, 5'-8 3/4" 2'-3 1/4" 4' in 5 1/4" I?!' REPG TIL - CPT. _ ■ ' SHLVS iv `r �t SDRM2 �`g 5A N SHLVS 8'-0" GLG. 'p 8 8 w LG. _ SHELVES ■ TUB/ 8" 10'-2 3/4" �0 4068 2' 4" 8'-101, SHWR 2'-10" 4'-5 1/4" 8" ■ � V ul � 70 SHLVS 22"x36" I F� --�i-- EWH ENERGY i I I %�� i CALCS A CEESI8 I BATH TO BE AN i ■ I O PLATFOF41 ■ an FOYER s� VAL LTEP GLG. LNDRY U. 8'-0" CLG. so 1; •• •• ■ INSUL PER v v a� GARAGE ENERGY= 8'-0" cLG. cALcs� emu. D. e I O w' m v ENTRY g o�IP AULTED CLG. ■ ■ ■ ■ ■ 41_011 811 sill, 11_81# 21_ I11 21_011 a o� I'-8" 16'-0" 1'-8" _ NOTE: ALL DIMENSIONS TO BE PULLED FROM REAR CORNER GARAGE SIDE. INDICATES GROUTED BLOCK CELL W/ 1-50 CONTINUOUS VERTICAL �REBAR FROM FOOTING TO BOND BEAM (TYP) cv ip N F L O O R PLAN ELEVATION 'A' 1�°�1'�0" WHEN BOX IS 1" SQ. N 14"xl 1/8".1'-0" WHEN BOX IS 1/2" SQ o M Q Z = C5 oso N N�cyry M z o o00 oQ ao Qin LL Z�'LLLM �aa-a z�jaavo J W Lu L� 0 mCD 34wino Z0430 co W W O O K¢ y y W 2 j N LL�V Q V a J ¢ W Q W W R a 0 0 OV 1�04x800z5ow r� (A (304 cc0a o 13 w=zan.Oo� �M taaoZOM �3IL -�'J2 In dmr05 v`t"n>LLr W LL ca LL: .J N 0 O O W Q X LLiic Ummilis9" �m g� N � N o0a N d 71 IF BOX IS I" Sa THEN SCALE OF DRAWING IF BOX IS 1/1" SG2 THEN SCALE OF DRAWING LL o �w ij lu N .t z IL tY Q O w� M < v jv I � � Q O tu } Lu ISSUED FOR PERMIT 12-19-I6 VERSION: 2015-4 AREA5 : LIVING A/C 1461 SF 12-19-16 ENTRY GARAGE TOTAL : 388 SF loll SF 42 JOB • 161609 COPYRIGHT 2015 LENNAR HOMES REAR ELEVA71 ON SCALP 1/4"■i'-0" WHEN BOX IS I" SQ. 1/8" ■ P o" WHEN BOX IS 1/2" SQ I=RONT ELEVATION ELEVATION IAI " ;' �" WHEN BOX 18 P Sa 1/8"=1'-0" WHEN SOX IS 1/2" SQ- EXTERIOR FIN 15HE5 : ❑I - ROOFING SYSTEM - SEE COMMUNITY SPECS n2 - PAINTED RAISED STUCCO DETAIL ❑3 - 5/8" PAINTED CEMENT TEXTURE FINISH ❑4 - PAINTED METAL GARAGE DOOR ❑ - FASCIA 0 - PAINTED FIBERGLASS DOOR - SEE COMMUNITY SPECS n - ROOF VENT AS REQUIRED a - -1/8" PAINTED STUCCO FINISH - SCORED/CUT STUCCO DETAIL 12 - DECORATIVE SHUTTERS - SEE COMMUNITY SPECS 5� II - DECORATIVE 5RACKET - SEE COMMUNITY SPECS C EIILEE� IN m Lr=f=T ELEVATION ELEVATION 'A' V4"�•I' 0" WHEN BOX IS I" SQ. 1/8"■I'-0" WHEN BOX 18 1/2" SQ. 0 o F31 � o RIGHT ELEVATION ELEVATION 'A' SC"ALSO" WHEN BOX 18 1" Sa 1/8"■I'-0" WHEN BOX IS 1/1" SQ. • O M Z � O� tO !n iy N M aQ co aO ~ LL, u'M nQCO aZ z W JL� 0 J o O U a O W y C'� yy - 2�Fap�:. oo2�J M' W 2-0H,-Z5 1Z tY OD co 2y Z0 QlLu N W ya WWOQOQ yWUU77 N a O^ W S y t¢ O Z �y j 6 7 } y 3mV W Gp83w�ZIL Q O J U J a W O W W 2 a z 0 o�� �0oa ¢oao 0. c� � waVaLu yzmy�93� QJQ33�Lo ¢RLUiAIn4 mO0 (A3LL W 0- I J LL tL J Q W LL Q x _U IF BOX IS I" SG2 Ti-EN SCALE OF DRAWING IF 5OX IS 1/2" Sa THEN SCALE OF DRAWING IL 0 O � � N O w IL �- z Ow� O N — � O Q < to -1 ISSUED FOR PERMIT 12-19-16 VERSION: 2015-4 12-IS-16 43 JOB " 161609 COPYRIGHT 2015 LENNAR HOMES Llu STRUCTURAL FASCIA- SEE NOTE 6'}11" STRUCTURAL FASCIA: - 2x6 NO. 2 - (2) Ibd BACK NAIL TO EA. TRUSS TAIL - SIMPSON 144 w/ (8) 8d NAILS EA. TRUSS TAIL - SPLICES ALLOWED IN SECTION OVER I6'-0" - SPLICE TO BE CENTERED BETWEEN TRUSSES. 22-1" NO2 2x6 SUPPORT BLOCK NAILED 4" oz. STAGGERED w/ 12d COMMONS AND (2) 16d BACK NAIL TI-IRU EA. TRUSS TAIL. CONNECTOR TA5LI_= SIMPSON I USP I UPLIFT (CBS) FASTENING INFORMATION ADDITIONAL INSTRUCTIONS WOOD TO WOOD HT520 HTK20 1450 (20) IOD NAILS TOTAL (2) HT520 (2) HTK20 2g00 (20) IOD NAILS EACH STRAP HIOA RT16A 1140 (q) IODXI-1/2' NAILS TO RAFTER 4 (8)IOD TO PLATE 5PH4/b/8 5PTH4/6/8 1360 (12) IOD NAILS TO STUD WOOD TO CONCRETE - 1450 (1) IODXI-1/2" NAILS 4 4" EMBEDMENT2 TYP FOR HIP JACKS OR I -PLY TRUSSES HETA20 - 1810 (10) IODXI-1/2' NAIL5 4 4' EMBEDMENT2 TYP FOR HIP JACKS OR I -PLY TRUSSES - NTAI6 1810 (10) IODXI-1/2' NAILS 4 4' EMBEDh1£NT2 TYP FOR HIP JACKS OR I -PLY TRI65M [META20 HT5M20 HTWM20 1115 (8) IOD NAILS 4 (4) 1/4"X2-3/4' TAPGON5 TYP FOR MISSED STRAPS (NO LIMIT) ::2) META2 - Ig85 ('5) IODXI-1124 NAILS EACH STRAP TYP FOR I -PLY TRU55ES / 61RDER54 ) HETA20 - 2500 (7) 16D NAILS EACH STRAP 4 4' EMBEDMENT TYP FOR 2-PLY TRUSSES / 61RDERS4 (2) HTA16 2430 (10) IOD NAILS EACH STRAP 4 4' EMBEDMENT TYP FOR I or 2-PLY TRUSSES / 61RDER54 OTHER CONNECTORS M6T MU6T15 3g65 5/8' ATR EMBED 6' 4 (22) IOD NAIL5 TO MOOD ADD 4' TO EMBED FOR LINTEL BEAMS H6T HU6T 91g0 (2)3/4" ATR EMBED6T] 10' 4 (8) [I6 FOR HIOD NAILS ADD 4' TO EMBED FOR LINTEL BEAMS F6TR - 5000 (2) 1/2'X5" TITEN HD 4 (16) SD51/4X3 TO WOOD MAY BE F6TRHL/R (3850 MAX UPLIFT) (2) F&TR - g400 (2) 1/20X5' TITEN HD 4 (IS) SD51/4X3 TO WOOD (EN MAY BE (2) F&TRHL/R (1200 MAX UPLIFT) HTT4 HTT4 4235 5/8" ATR EMBED 6' 4 (18) 16D NAILS TO WOOD ADD 4' TO EMBED FOR LINTEL BEAMS HTT5 HTT5 5Og0 5/8' ATR EMBED 6' 4 (26) 16D NAILS TO WOOD ADD 4' TO EMBED FOR LINTEL BEAMS HDG8-SD5 PHD8 1630 1/8' ATR EMBED 12' 4 (20) 3' WOOD 50REY5 3 1/2" MIN WOOD MEMBER HHDGII-SD5 UPHDq 11610 1' ATR EMBED 12' 4 (24) 3' WOOD SCREWS 5 1/4' MIN WOOD MEMBER 014-5 UPHD14 13110 1" ATR EMBED 12" 4 (50) 3' WOOD SCREWS 5 1/4' MIN WOOD MEMBER MBHA NFMXXU 3165 3/4'X8' ATR EMBED FACE 4 TOP (1/2' TOP FOR NFM) ENGINEER TO SPECIFY U5A6E ON PLANS RP522 KRP522 1120 (8)16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY GENERAL NOTES 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE N IODXI-1/2' NAIL FOR EA 100 LB5 OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HT5M20A4TN?-t20 1-1/2' MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1115#. FOR UPLIFTS TO 34165# PROVIDE M16TI5/M6T 3) NHERE ENGINEER SPECIFIES REFERENCED STRAP FOR I -PLY TRUSSES, ADD 24' MIN 2X 5CAB TO TRUSS CHORD ■ ■ ■ TYPE DESIGNATION F a FILLED WITH GROUT / U a UNFILLED QUANTITY OF *5 REBAR AT I BOTTOM OF LINTEL GAVITY OFIC -I1BAT L QUANT'ITY OF •5 REBAR AT TOPL ■ NOMINAL HEIGHT � CRSE INIRM ■ NOMINAL MOTH CENTER A� �M(U RW'D 1-1/2' CLEAR • "� ' NOTE: SOLID NOTE: SOLID ■ GROUT LINTEL W/ GROUT LINTEL W/ 6ROUT 3000 PSI 3000 PSI CONCRETE CONCRETE RESAR AT BO'T OM &F16-15/1T 8F20-115/1T • • of LINTEL. GANATY (TYP. UND-) (TYP. UNA-) BOTTOM REINFORGIN6 7i/�•AG PROVIDED IN LINTEL 6' NOMINAL WIDTH ■ af PRE-CAST LINTEL DETAIL5 CALE : NOT TO SCALE LINTEL NOTES: THE FOLLOWING OPTIONS ARE ALLOWED AS NOTED ON THE PLANS L I6" DEPTH MAY BE ALTERED AS INDICATED ON THE PLAN BY MODIFYING THE NUMBER OF FULL OR HALF COURSES OF CMU'S AS NEEDED 2. THE 95" DESIGNATION MAY BE CHANGED TO "015" WHERE INDICATED ON PLAN. "05" INDICATES THERE IS NO •5 RE13AR IN THE BOTTOM COURSE 3. PROVIDE EITHER 8" CONCRETE U-LINTEL OR 8" POWERS STEEL BOX LINTEL UNLESS OTHERWISE SPECIFIED ON PLANS. MINIMUM ROOF VENT I AREA PER FBC RSOb .2 AREA 2094 S/F VENTING REQUIRED 2054 x 144 SQ IN/ SQ FT x 1/300 SQ IN VENT/ SQ IN ROOF ■ 1005 SQ IN NOTE: 1/BO IS REQUIRED UNLESS AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED N T14E UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 mm) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. EAVE VENTING IS TO BE ACCOMPLISHED WITH PERFORATED SOFFIT N THE UNDERSIDE OF THE OVERWANG. WHERE UNDERSIDE OF THE OVERHANG 18 SEALED FOR FIRE PREVENTION LAMANCO INTAKE VENTS ARE TO BE INSTALLED PER WALL SECTION. SEE ROOF PLAN FOR LOCATION OF THIS REQUIREMENT. IF THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (S14 mm) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. DISCRETE ROOF AREAS TO HAVE PERCENTAGE OF TOTAL VENTING PROPORTIONAL TO THE PERCENTAGE OF AREA ■ ■ .............. 0; ............................ .'.'.'..'.'.'.'..'.'.'. tJ�..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ......... . ................................................... .............'.'.'.'.'.:.:.:.:.:.:.:.:.:.:.:.:.:.' \L .... VAULTED CLG...... :':':........:.:.:.:.:.:.::.:.:.:.:•;':.:•:.:.:':.:':•:.:.:..:.:.:.:.:.:.:.:.:. . I Ll ..............................................'. . .......................................... n :.:.:.:.:.:.:.::::::::::::::::::::::::':'....':':':':':':':'.. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: . ■ CLG. ......................I...................... '+- ........................................... ......................................� 8'-0" CLG. .'.'.'.'.'.'.'..,...•.....•...•...•...................................... : ............................................�' .'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'................... '.'............................... 1� ................ VAULTED CLG ..................... ................................................ ■ ................................................ 8'-0" CLG. ...'...'......' ............ ............. ....... .. '.'. Q .'.'.'.'.'.'.'VAULTED i 8'-O" CLG. ....................................................................:.:.:.:.:.:.:.:.:.:.:.'. '''''''''''''''''''''''''''' '''''''''' ■ p............................................. .........................................'•'•'.'. :.:':.:.:•:':.:.:.:.:':.:•:.:.:.:.:.:.:.:.:•:'::'::....:.'.'.'.'.'.'.'.'...'.'.'. .'.'.'.'.'.'.'.'.'.'..'.' ' ■ 8'-0" CLG. 8'-0" CLG. ................ ................ ................ ................ I AHU/'j i ................ *** ............. . ............ "''''''''''''. 22"x36" I I ATTIC j j ��i' I I ACCESS I I i ■ -------I----�L_J �'�\\J ................ ................ VAULTED CLG. 8'-0" CLG. .'.'.'.'.'.'.'.'.'.'.'.'.'. " HTAIb ■ r ■■ el- BRACE GABLE R DET. 6/S2' 11 ---------- --------- ------------- -�= --ZI 8'-0" CLG. HTAIb I HTAIb GABLE PER DET. "6/82" ■ !1 is ■ SF16-15AT MITES ROO4ABEAM FLAN ELEVATION'A'1//44'" l�O" WHEN BOX IS P SQ. I/a"al'-oll 1114JFw PRAX 14 In,, ArJ ENGINEERING AND DESIGN BASED UPON TRUSS LAYOUTS PREPARED BY CCA, DWG N321593L/R DATED 9-18-15 IF MANUFACTURER'S LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE SAID TRUSS MANUFACTURER'S DRAWINGS REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD, BEFORE THE CONSTRUCTION OF THE ROOF SYSTEM. - TOP OF CONCRETE WALL/BEAM a 8'-C" AFP. CEILING FINISHES CEILINGS EXPOSED TO WIND TO USE EXTERIOR GRADE 1/2" SOFFIT BOARD- ATTACH TO WOOD FRAMING W/ 1 1/4" TYPE "W" SCREWS a 'I" oz. MAX FIELD 4 EDGES o 0 (n LLI Z V n OV)� N M f V Lu o�o� ao �Ln0 Z a Z � aa. a.Qr' z �iacv f W J�� 3 m o 0 v 0[=FOUQ.V ytp W Q� Q i r F D g Z J LO � N f7�waLLNZUQ�ZO CO ww0O s�rnw�¢J N LL a V C R S y ,�, F'¢OZs6s7 DJYy Q = O�wpoJ(.)mwwmao QQMamwr'w¢=ir70 ORVqwZ2MaOLLco MaJJO■u)UZ AF3� �O MW�ww_u ME W IZ J LL to NJ O LULL Q U_ J LL O (n r N ®a L 0 ®� V 0 N 0- IF BOX IS I" Sa THEN SCALE OF DRAWING IS: 1/4" a l'-0". IF BOX IS 1/2" SQ. THEN SCALE OF DRAWING IL O kill N Q� N O ti d' W Z N IL N NIn ()o iL lu O .. 0 lu tn � � O O � �a UlT�-=1 } ISSUED FOR PERMIT 12-19-16 VERSION: 2015-4 12-19-16 44 JOB • 161609 COPYRIGHT 2015 LENNAR HOMES FN-cTE: ALL 125-VOLT, SINGLE PHASE, 15 AND 20 I INSTALLED CIRCUITSRl-= BRANCH SUPPLYING ALLED WELLING UNIT FAMILY ROOMS, DINING I (ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, I I BEDROOMS, SUNROOMS, RECREATION ROOMS, I CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS ISHALL BE PROTECTED BY A LISTED ARC -FAULT I I CIRCUIT INTERRUPTER COMBINATION TYPE INSTALLED I TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT I PER 2014 FBC-R E3-100. THIS IS ALSO TO INCLUDE I LIGHTING AND SMOKE DETECTOR OUTLETS. TAMPER RESISTANT RECEPTACLES ARE REQUIRED M l I ALL AREAS SPECIFIED IN 2014 FBC-R E390I.I FOR I ALL 125-VOLT 15-20 AMP RECEPTACLES IN DWELLING UNITS PER 2014 FBC-R E4002.14 L__--_— —_—= --_--__—__—_i_ I NOTE: ELECTRICAL OUTLETS AND LIGHT FIXTURES TO BE I MORE THAN 10' FROM WATER'S EDGE 0 POOLS, EXCEPT I I WHERE A POOL IS WITHIN 3.Om (10ft) OF A DWELLING AND I THE DIMENSION OF THE LOT PRECLUDES MEETING THE I I RECEPTACLE OUTTLET SHALL BE PERMITTEIMP CLEARCES, NOT MORE AND IF NOT LESS I I THAN 15m (5ft) MEASURED HORIZONTALLY FROM THE I I INSIDE WALL OF THE POOL. 2014 FBC 5 —R E4203A-E4203.1I I NOTE: ALL 20 AMP RECEPTACLES I OUTLETS N KITCHEN ARE TO BE GFCI I PROTECTED PER 2014 FBC-R E3902b I NOTE: BATHROOMS WITH 3ft eq. I I WINDOW OPENING ARE NOT REQUIRED I TO WAVE APAN - -------------------- I NOTE: SMOKE DETECTORS AM NOT I PERMITTED WITHIN V OF A BATH DOOR OR AN A/C SUPPLY OUTLET. I NOTE: BEDROOM OUTLETS SHALL BE I I PROTECTED BY AN ARC FAULT CIRCUIT I INTERRUPTER (AFCI) BREAKER I NOTE: ALL RECEPTACLE COVERS IN I WET LOCATIONS MUST HAVE BUBBLEL.I I TYPE COVERS. 2014 FBC-R E4002.9 A MINIMUM OF '75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LI&HTIN6 FIXTURES SHALL BE HIGH -EFFICACY LAMPS. PER FBC 2014 ENERGY CONSERVATION CODE SECTION 404.1 ELECTRICAL SYMBOLS: 9 DUPLEX OUTLET DUPLEX OUTLET 44" r. 44, AFF DUPLEX OUTLET 9Wp WEATHER PROOF DUPLEX OUTLET 1/2 HOT DUPLEX OUTLET (pGFI W/ GROUND FAULT INDICATOR UNDER CABINET OUTLET u 220 OUTLET ® 220 HARDWIRE . TELEPHONE ® FLOOR OUTLET tPHONE / R36 COMBO 11 GAS CONNECTION ® TELEVISION It SINGLE SWITCH 63 SWITCH ITCH 4 FOUR-WAY SWITCH SMOKE DETECTOR, 110 V. (INTERCONNECTED) W/ MONITORED ® BATTERY BACKUP 4 BUILT-IN CARBON MONOXIDE ALARM 0 DOOR BELL DOOR BELL CHIME { PUSH BUTTON OPERATOR FOR GARAGE DOOR OPENER Rj DISCONNECT SWITCH OJ JUNCTION BOX FANLIGHT COMBINATION ROUGH-N EXHAUST FAN EXHAUST FAN W/ LIGHT INCANDESCENT LIGHT FIXTURE Fo WALL MOUNTED LIGHT FIXTURE FLOOD LIGHT O THERMOSTAT ® RECESSED INCANDESCENT FIXTURE OV RECESSED INCANDESCENT VAPOR PROOF FIXTURE RECESSED (EYE BALL) INCAN. FIXT. ELECTRIC METER 8 ELECTRICAL PANEL = = = = =( UNDER CABINET LIGHT Q 0 O HOLLYWOOD LIGHTNG 0 TRACK LIGHTING Ik4' FLUORESCENT ° LIGHT FIXTURE 2' FLUORESCENT WALL MOUNT LIGHT FIXTURE CEILING FAN NOTE: ENTRY FEATURE VARIES- ELECTRICAL LAYOUT DOES NOT ELECTRICAL PLAN SCALE: 1/4" ■ 1'-0" WHEN BOX IS i" 8Q. 1/811.P-0" WHEN( ALL ELECTRICAL WORK TO CONFORM TO THE 5TH ED. 2014 FBC-R CHAPTERS 34-42 g M 1 14 zV)6 (AtMN Z w ao�ao �00 Q�Ooo z~ll'lLM ocaQ� z�ia.. f W W~ W o v IF BOX IS 1" SQ THEN SCALE OF DRAWING IF BOX IS 112" SQ THEN SCALE OF DRAWING J LL 0 N N O W 1 1LI N It- N N 1!n O _z Q. tu � wtn< v ci T < Q < z HJ In O 9i-mN ISSUED FOR PERMIT 12-19-16 VERSION: 2015-4 12-19-ib r; 1 JOB • 161609 COPYRIGHT 2015 LENNAR HOMES (2) 2X4 TOP PLATE W/ U51P 5PTH TO EA STUD 2X4 5TUD5 AT 16" OG W/ HTWI6 TO TRU55 OR BLOCK BELOW. DOUBLE STUD AT END OF L^tALL. SHEATHING 2X4 BLOCKING W/ PER PLAN (3) I60 ROOF DECK-> PER PLANS VBL 2X4 BLOCKING 2X4 BASE PLATE NAILED W/ (5) 16D ® WALL END NAILS TO EA CRO55ED TRUSS OR BLOCK AND 4" Or, TO CONTINUOUS BLOCK LINE OR TRUSS CHORD Q r NAILS EA END UNDER EA STUD IF WALL PARALLEL TO TRUSSES 4 NOT ALIGNED TO TRU55 TRU55 TOP CHORD IF WALL PARALLEL OR CONTINUOUS BLOCKING IF PERPENDICULAR KNEEWALL ABOVE TRUSSES N.T.5. EQUAL TOE DEPTH OF FOUNDATION STEP EQ. TO 4x STEP DEPTH APPROXIMATE FINAL GRADE LINE FTG STEEL PER PLAN- MR 3" BOT 4 SIDE CONCRETE COVERAGE FOOTING TRANSITION DETAIL FLASH AND SEAL ALL WINDOW/DOOR DUCK ASSEMBLIES PER FBC 5TH ED. 2014 R103.8 FOUNDATIO STEP AS REQUIRED Q w r 1/2" 5TRUGTURAL WOOD PANELS W/ 8D GOMMON5 6" OG TO FRAMING 4 (2)8D TO RADIAL BLOGK5. PROVIDE 2X BLOCKING AS 2X PLATE W/ (2)IOD REQUIRED TO LIMIT SPAN TO 16" NAILS 24" OG MAX7 TO STRUCTURE .......... . ABOVE ........ ....... 2X FRAMING AS REQUIRED ® Ib" OG PROVIDE 2X4 MAXIMUM. WHEN RADIAL BLOGKIN6 FRAMING 15 W/ (2)8D COMMONS ADJACENT TO EA END MA50NRY ATTACH W/ HARDENED NAILS W/ I' NOTE: ARCH FACES MA50NRY PENETRATION OR WALL PROVIDE (2)LAYER5 OF l" " TAPGONS W/ I 5TRGT. ND PANELS GUT TO ARCH PENETRATION I6" OVER FELT BARRIER, FASTENED OG. ALL WOOD IN TO WALL W/ HARDENED NAILS W/ CONTACT W/ I" PENETRATION o 12' OG MASONRY TO BE TREATED DECORATIVE ARCH FRAME DETAIL PRE-ENGINEERED TRUSSES 24" OG UNO ON PLANS U5P HTH20 ® EA TRU55 DBL 2X TOP PLATE 2X STUD 16" OG W/ U5P 5PTH(4/b/6) ® TOP 4 BTM. PROVIDE MID- POINT BLOCKING IF STUD HT ABOVE FIRST BEARING WALL 15 6'-O" OR GREATER. PRE-ENGINEERED TRU55E5 24" OG UNO ON PLANS USP HTW20 0 EA TRU55 DBL 2X TOP PLATE 2X STUD 16" OG W/ U5P 5PTH(4/b/8) ® TOP 4 BTM. PROVIDE MID- POINT BLOCKING TYPICAL. 2"X DIAGONAL HIP. BRACE W/ (2) 3/lb" TAPCON5 o EA. END W/ 1 1/4" PENITRATION INTO MASONRY. LOCATE BRAGE(5) TANGENT TO 2X4 BLOCKING RADIUS DIAGONAL HD BRACE ONLY REQUIRED WHEN _ 5PRING POINT TO 2"X4" ND. HEADERER DIMENSION 15 ® BLOCKING TO 12" OR GREATER MATCH RADIUS ALL WDW. CONNECTIONS MUST PENETRATE INTO 2X4 BLOGKING 1/2" 5TRUGTURAL WOOD PANELS W/#b CASE HARDENED OR 8D NAILS o 6" O.G. MAX. (TYP. BOTH SIDES) P.T. WD. BUCK PER PLAN NOTE: FRAME 51DE AND TOP OF OPENING W/ 2X PT ABOVE SPRING POINT OF WINDOW. W/ 3/16" TAPGON5 16" O.G. 4 4" FROM END W/ 1 1/4" PENITRATION. RADIUS SUCK DETAIL hBF� \GE' ��5 3" REPEAT PATTERN AT M� �O (\O)\O� X C7 V o TH15 LOCATION �V�0 0 0 M5TA21 OR y1P�\c; .aOM ' o EQUAL WHEN OG 1, o 0 0 NOTED ON o 0 PLAN 4 FOR o 0 0 ALL WIND SPEEDS 150 MPH OR MORE5PH OR _ IF REQUIRED UY 2X 13TM PLATE PROVIDE 5/8" X 10" J-BOLTS W/ 2" WASHERS 8" FROM ENDS AND 52" OG AT SLAB STEPS. AT FLAT SURFACES PROVIDE 5/8" NOTE: VERIFY WALL WIDTH WITH PLANS. WEDGE BOLTS W/ 2" WASHERS 4 -7" STUD 51ZING TO MATCH WALL THIGKNE55. CONCRETE PENETRATION LOCATED 8" FROM ENDS 4 24" OG DUAL BEARING FRAME WALL NOTES; FLASH AND SEAL ALL NOTES; - - TREAT THE MASONRY OPENING WINDOIWDOOR BUCK - - TREAT THE MASONRY OPENING SURFACES WITH A GMU WATER ASSEMBLIES PER FOC 5TH SURFACES WITH A GMU WATER RESISTANT COATIN6 ED. Y014 R'103.6 RESISTANT COATING - PROVIDE FULL BEAD OF CAULK - PROVIDE FULL BEAD OF CAULK AT IN51M CORNERS OF MASONRY AT IN51DE CORNERS OF MASONRY OPENING. OPENIN C7. - APPLY (2) GONTIN LkX6 BEADS OF - APPLY (2) CONTINUOUS BEADS OF CAULK TO BACK SIDE AND (1) TO TIE OR CAULK TO BACK SIDE AND (1) TO ENDS OF BUCKS --rA5 ENDS OF BUCKS - TEMP ATTACH PT BUCK TO PER PLAN - TEMP ATTACH PT BUCK TO MA50NRY A5 SELECTED BY MA50NRY AS SELECTED BY CONTRACTOR CONTRACTOR - INSTALL WINDOW/DOOR FRAME TO TAPCON5 - INSTALL WINDOW/DOOR FRAME TO BUCK W/ MINIMUM 3/I6" TAPCON5 Ib' O.G. 4 4' BUCK W/ MINIMUM 3/I6' TAPCONS THRU BUCK 4 1 1/4' INTO MASONRY. FROM ENDS THRU BUCK 4 1 1/4' INTO MASONRY. LOCATE Ib' O.G. 4 4' FROM END. LOCATE 16" O.G. 4 4" FROM END. MANUFACTURERS SPECS FOR MANUFACTURER'S SPECS FOR TAPCON SIZE 4 5PACIN6 /��6 TAPGON SIZE 4 5PACIN5 SUPERGEDE 6ENERIG SPECS. _ 5UPERCEDE 6ENERIG 5PE05. - CAULK ENTIRE OUTSIDE PERIMETER . - CAULK ENTIRE OUTSIDE PERIMETER OF BUCK TO MASONRY INTERFACE 16 OF BUCK TO MASONRY INTERFACE - PROVIDE FULL BEAD OF CAULK 1' - PROVIDE FULL BEAD OF CAULK AT INSIDE CORNERS OF BUCKED AT IN51DE CORNERS OF BUCKED OPENING. OPENING. - TREAT ENTIRE MA50NRY OPENING, FULL - TREAT ENTIRE MA50NRY OPENING, ALL BUGK5 AND SILL NN WATER WIDTH IX ALL BUCKS AND SILL WITH WATER. RESISTANT GOATIN6 PER (5/4") PT RESISTANT COATING PER MANUFACTURERS SPECIFICATIONS. TYPICAL MANUFACTURERS SPECIFICATIONS. - INSTALL WIND VOOR IN FULL. - INSTALL WINDOW/DOOR IN FULL BED OF CAULK PER BED OF CAULK PER MANUFACTURERS SPECIFICATIONS. MANUFACTURERS SPECIFICATIONS. -CAULK ENTIRE PERIMETER IF -CAULK EWIRE PERIMETER IF NNDO► VOOR INTERFACE TO BUCK. NNDOW/DOO1R INTERFACE TO BUCK. NOTE; 2X BUCK MAY BE USED. BUCK WIND RESISTANT F RE -ENGINEERED TO BE FASTENED TO MASONRY AS SILL INSTALLED PER PER ABOVE. WINDOW/DOOR MAY BE A2XTE' BUCK MAY BE USED. MANUFACTURERS SPECIFICATIONS FASTENED DIRECTLY TO BUCK BUCK TO BE FASTENED TO NOTE: MORTAR END JOINTS TO BE RECESS IN SLAB MASONRY AS FUR ABOVE. -1/8' TO FLUSH WITH TOP OF SILL. PER PLAN NNDOW/DOOR MAY BE FASTENED DIRECTLY TO BUCK 2 x EXTERIOR DOOR Ix WINDOW BUCK BUCK DETAILS DE TAIL S (2) 2X TOP PLATE NAIL b" OG 5TAGGERED MIN. W/ IOD5, TYP. 2X STUDS 16" OG MAX. BRCS FRAME WALL TOP PLATE DETAIL 16D NAILS EA. 51DE to (3) 2" X 4" LAMINATIONS W/ (3) 2" X b" LAMINATIONS W/ (1) ROW OF STAGGERED 50D (2) ROWS OF STAGGERED 300 COMMON WIRE NAILS COMMON WIRE NAILS (D = 0201", L = 41") OR EQUAL (D = 0201", L = 4�") OR EQUAL OR I6D NAILS FROM BOTH OR 16D NAILS FROM BOTH 51DE5- SAME PATTERN SIDES- SAME PATTERN 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA X 5-1/2' OPP051TE 51DE-5 OF THE COLUMN LAG 5GRE1^5 OR EQUAL (SPACE AS SHOWN FOR 3-PLY) GENERAL NOTES 1) CODES. U FLORIDA BUIL.DNG CODE, 5TH ED. 2014 L2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-09). L3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). L4 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (AISC 9TH EDITION). 15 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPU 2001 EDITION. 2) DESIGN CRITERIA UNLESS NOTED OTHERWISE ON PLAN; 2.1 DLLELLING FLOORS - 40 PSF LIVE LOAD • 6 PSF DEAD LOAD. 22 BALCONIES - 40 PSF LIVE LOAD • B PSF DEAD LOAD. 23 SHINGLE ROOF LOADS IPSF) ■ 30 TC LL, 1 TC OL, 10 BC DL 2.4 TILE ROOF LOADS (PSF) " 30 TC LL, 5 TO OL, 10 BC DL 23 SEE DESIGN CRITERIA ON PLAN FOR ADDITION PARAMETERS. 3) SOIL; 3.1 FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2~ PSF. AREAS FIVE FEET BEYOND BUILDING LINES SHOULD BE CLEARED AND GRUBBED OF ANY VEGETATION. FINISHED GRADE SHALL BE PLACED WITH A MAXIMUM LIFT OF 12" AND COMPACTED TO A MINIMUM 95% OF THE STANDARD PROCTOR DENSITY. FILL MATERIAL SHALL BE CLEAN TO SLIGHTLY SILTY FINE SAND, FREE OF ORGANIC MATERIAL ALL WORK TO BE DONE IN ACCORDANCE WITH ASTM D-b98 AND VERIFIED BY GENERAL CONTRACTOR 4) CONCRETE. 4.1 COMPRESSIVE STRENGTH AT 28 DAYS FOR GRADE SUPPORTED FOOTINGS AND SLABS TO BE 25M PSI MIN OR AS SPECIFIED ON PLAN. ELEVATED CONCr BEAMS AND MSRY WALL FILL TO BE 3000 PSI MIN 42 REINFORCING BARS TO BE GRADE 60 W/ Fb■60 KSI, PER ASTM AbB 43 WELDED WIRE FABRIC (WF) WHEN SPECIFIED ON PLAN TO BE PER ASTM A185 4A DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 43 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM 4 SIDES, BEAMS 1 In" BOTTOM 4 SIDES 4,6 EARTH SUPPORTED SLABS: 33' THICK (mkL) THE FOLLOWING SLABS SHALL BE REINFORCED WITH FIBERMESW OR OF PER PLAN: LIVING, GARAGE, DRIVEWAYS, ENTRY, LANAI, POOL DECKS THE FOLLOWING SLABS MAY HAVE BUT DO NOT REQUIRE REINFORCEMENT: WALKWAYS, STEP, POOL EQUIP. PADS, SERVICE DOOR PADS, A/C PADS 41 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4S LAP SPLICE TO BE 40xBAR DIA. FOR GRADE 40 4 48 DIAMETERS FOR GRADE 60 49 MINIMUM PERIMETER FOOTING DEPTH TO BE 12" BELOW GRADE AND 4" ABOVE GRADE INCREASE FOOTING DEPTH AS REQUIRED TO MEET SITE CONDITIONS. CONTRACTOR TO VERFY FINAL GRADE IS 4' MINIMUM BELOW THE FINISHED FLOOR ELEVATION AND THAT THE FOOTING HAS A MINIMUM OF 12" OF SOIL COVER 4.10 TYPICAL CONCRETE SLUMS' TO BE 5" STANDARD OR 6' FOR PUMP MIX HIGHER SLUMP MAY NOT BE ACHIEVED BY ADJUSTING WATER CONTENT BUT MAY BE OBTAINED W/ APPROVED PLASTICIZERS. 4.11 FIBERMESH TO BE ADDED TO CONCRETE PER MANF. SPECS. 41? CEMENT BASED PLASTER TO BE INSTALLED PER ASTM C 926 OVER LATHING, WHEN APPLICABLE, INSTALLED PER ASTM C 1"3 4.13 EXTERIOR ELEVATED CONCRETE FLOORS REQUIRE A WATERPROOF MEMBRANE TO PROTECT JOINT FROM INTERIOR TO EXTERIOR UNLESS AN ALTERNATE SYSTEM IS SPECIFIED OTHERWISE AND INSTALLED PER PLAN, PROVIDE BASF MASTERSEAL TC 225 EXTRA HEAVY DUTY TRAFFIC WATERPROOFING SYSTEM, INSTALLED PER MAMFAC1UREWS SPECIFICATIONS. SYSTEM IS TO INCLUDE MASTERSEAL NPb 11200 AND 220 WHERE DECK ADJOINS WALLS. 5) MASONRY: 5.1 DESIGN AND CONSTRUCTION SHALL C24FORI1 TO THE SPECIFICATION OF T14E NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 52 MINIMUM MASONRY UNIT STRENGTH: t* 1350 PSI. 53 MORTAR SHALL BE TYPE S. ROOF SHEATHING NAILING SPECIFICATIONS 'A' DISTANCE IN WIDTH 'A' = 4.0' ZONE O = PROVIDE 8D RING SHANK o b" O.G. o EDGE-5 4 b" D.G. IN INTERMEDIATE FIELD AREA. SHEAR CAPACITY 240 PLF PER TABLE 2306.5, F.B.G. 5TH ED. 2014. ZONE ©= PROVIDE 8D RING SHANK o b" O.G. o EDGE5 4 6" O.G. IN INTERMEDIATE FIELD AREA. SHEAR CAPACITY 240 PLF. OPROVIDE 2" X 4" BLOCKING IN ROOF FRAMING o ALL UNSUPPORTED EDGES OF SHEATHING, ATTACH BLOCKING TO TRU55E5 W/ MIN. (3) 12D X 3" TOENAILED o EACH END. PROVIDE 8D RING SHANK NAILS o 4" O.G. o EDGE5 4 4" O.G. IN INTERMEDIATE FIELD AREA. SHEAR CAPACITY 360 PLF. 5.4 FILL CELLS W/ (U 65 BAR SHALL BE LOCATED * V- 0" O/C MAX, UNO., AT EACH CORNER AND EACH SIDE OF OPENINGS OR AS SPECIFIED BY ENGINEER AND PER PLAN 5.5 MISSED FILL CELLS MAY BE REPAIRED WITH b" EPDXY EMBED S REBAR INTO SLAB AND b) WOOD: TIEBEAM LAP STEEL PER 3A AND FILL CELL WITH 3000 PSI GROUT 6.1 INTERIOR WOOD FRAMED PARTICIAN WALLS TO BE SPF STUD GRADE OR BETTER WITH A MINIMUM BENDING STRENGTH OF (P0O PSI. 62 BEAMS AND HEADERS TO BE SYP 02 OR BETTER WITH A MINIMUM BENDING STRENGTH OF: 100 PSI OxIV, 125 PSI OAO), 850 PSI Ox8), AND S50 PSI Oxb). 63ALL OTHER LUMBER NOT SPECIFICALLY NOTED IN 6.1 OR 62 TO BE CONSIDERED STRUCTURAL AND TO BE SPF •2 OR SYP 11`1 OR BETTER WITH A MINIMUM BENDING STRENGTH OF 115 PSI. &A DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN LIGHT METAL SPECIFICATIONS FOR PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, 2001 EDITION, 14I5-91 AND QST-88. 6.9 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED b.6 UNTREATED WOOD SHALL NOT 15E IN DIRECT CONTACT WITH CONCRETE. GALV. MTL. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES 6.1 WOOD SHEATHING AT ALL EXTERIOR VERT. SURFACES TO BE BLOCKED AS REQUIRED TO MAINTAIN I6" O.C. SPACING - INCLUDING ENTRY ARCHES, NON 51143 WALLS 4 GABLE ENDS. 6.8 SHEATHING SPECIFIED ON THESE PLANS IS THE MINIMUM THICKNESS, ALLOWED. INCREASE THICKNESS AS REQUIRED BY ROOFING OR SIDING MANF. SPECIFICATIONS. 6.9 PROVIDE 1/8" GAP AROUND ALL SIDES OF STRUCTURAL SHEATHING PANELS 1) ENGINEERED LUMBER; 1.1 MICRO-LAMLVL,PARAL.LAM PRODUCTS SHALL HAVE THE FOLLOWING MIN. PROPERTIES: E ■ 1,9WOW PSI, Fb ■ 2,600 PSI, FV ■ 285 PSI 12 TOP LOADED MULTI -PLY BEAM LESS THAN 14" DEEP PROVIDE 3 ROWS 10D (0.128" X 3") NAILS AT 12" O.G. 13 TOP LOADED MULTI -PLY BEAM 14" DEEP OR MORE PROVIDE 4 ROWS 10D (0.128" X 311) NAILS AT 12" O.C. 8) GENERAL: 8.1 THE CONTRACTOR OF WORK IS RESPONSIBLE TO CONFIRM ALL DIMENSIONS AND DETAILS DESCRIBED IN THESE PLANS PRIOR TO THE COMMENCEMENT OF WORK WRITTEN NOTIFICATION TO THE ENGINEER OF RECORD OF ANY ERRORS OR OMMISIONS TO BE PROVIDED PRIOR TO THE COMMENCEMENT OF WORK THE ENGINEER OF RECORD 16 NOT RESPONSIBILE FOR SUPERVISION, CONSTRUCTION METHODS OR TEMPORARY BRACING DURING CONSTRUCTION. THIS PLAN IS APPROVED FOR SITE SPECIFIC PERMITTING ONLY. MASTER COPYING OF THIS PLAN WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD IS NOT ALLOWED 82 UNLESS NOTED ON THE PLAN CEILINGS EXPOSED TO WIND ARE TO BE 5/8" SOFFIT BOARD ATTACHED TO BOTTOM OF TRUSS CHORDS W/ 60 COOLER NAILS x 1 1/8" L OR 1 1/2" DRYWALL SCREWS AT 6" O.C. EDGES 4 FIELD. 83 PER R3122.1 WINDOW SILLS IN ALL RESIDENTIAL OCCUPANCY TYPES WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE OUTSIDE SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE INTERIOR FINISHED FLOOR ANY WINDOWS SILLS BELOW 24" MUST HAVE WINDOW GUARDS THAT COMPLY WITH ASTM F 2090. ADJUST STEP DOWN AT THE FRONT ENTRY DOOR FROM THE TOP OF THE THRESHOLD TO SA THE EXTERIOR LANDING PER R3113. 1 1/2" MAXIMUM STEP FOR OUTSWING DOORS ,AND 1 3/4" MAXIMUM STEP FOR INSWING DOORS. DOOR WIDTH TO BE A MINIMUM OF 32" MEASURED FROM THE DOOR STOP TO THE DOOR WHEN THE DOOR IS OPENED 90 DEGREES. THE MINIMUM HEIGHT SHALL BE 18" MEASURED FROM THE TOP OF THE THRESHOLD TO THE UPPER STOP 8.5 EGRESS WINDOWS PER R310 TO HAVE MINIMUM CLEAR OPENING WIDTH OF 20" 4 HEIGHT OF 24" WITH A MINIMUM OPENING AREA OF 51 SF. EGRESS WINDOWS WITH SILL HEIGHT LESS THAN 44" ASV. EXTERIOR GRADE MAY HAVE A 5O SF OPENING. CLEAR SILL HEIGHT MAY NOT BE MORE THAT 44" ASV. THE INTERIOR FLOOR TRUSS CONNECTION TO BE (4) 10d NAILS • "REACTION ONLY" WALLS 4 HTW20 OR AS NOTED ON ROOF PLAN • "UPLIFT WALLS" BE PER SUMP PLAN H25 CLIP fft2x4 BLK'G • MIDPOINT MASONRY WALL PRE-ENGINEERED TRUSS- TYPE MAY VARY MIN L 2x DBL TOP SPTH4-6 PLATE- SPLICE TYP , PER DETAIL THIS UPLIFT SHEET WALLS II ONLY II WOOD: '-` 2x PT STUD w/ 3/16" VERTICAL STUDS TO BE 2X WOOD TAPCONS x 1-1/2" MATERIAL 24" OC MAX. WITH FB = EMBEDMENT i 12" oz. 600 PSI MIN AND 4" FROM ENDS SOLE PLATE TO BE 2X TREATED MIN WOOD MATERIAL ANCHORED TO 2x TYP. Typ. 0 6 � SLAB WITH AIR DRIVEN FASTERS TREATED UPLIFT 4" FROM CORNERS/ENO AND 24" SOLE WALLS OC MAX. CONCRETE EMBEDMENT PLATE ONLY TO BE 3/4" MIN. TOP PLATE TO BE 2X WOOD di SEE SHT 'A1" FOR FND INFO MATERIAL WITH FB a 600 PSI MIN BOTTOM PLATE ATTACHMENT NOTE: 1/2" X 5" TITEN HOLD 3/8" MIN FROM TRUSS HD FASTENERS MAY BOTTOM CHORD REACTION ONLY WALLS-2x4 To REPLACE TREATED SOLE PLATE W/ MISSED SHEATHING: 1/2" NOMINAL PAP. OR EGL • 12" O.C. MAX 4 LOCATE 2 1/2" MIN. DRYWALL OR AS SELECTED BY 4" FROM ENDS FROM SLAB STEPS OR CONTRACTOR EDGES, 4" FROM WALL UPLIFT WALLS- 2X4 TREATED ENDS 4 16" OG. OPT. METAL WALLS: SUBSTITUTE WD SOLE PLATE W/ 1/2" X8" WEDGE-ALLS, STUDS W/ 25 GA. METAL STUDS LONG J-BOLTS 8" FROM REDHEADS 4 OTHER ENDS 4 32" MAX O.G. 3-1/2" EXPANSION TYPE - - - - - CONC. EMBEDMENT MIN. FASTENERS MAY NOT BE USED WITHIN roll OF SLAB EDGES. R 0OF SHEA THING INTERIOR NON -BEARING BEARING WALL FRAME WALL (ALL WALLS TO BE REACTION AND UPLIFT UNLESS NOTED ON PLAN) PRECAST OR TIEBEAM PER PLAN SOLID POUR CELL W/ 05 REBAR FROM FOOTER TO BOND -BEAM (TYPICAL) 2) ALL NAILS PENETRATE AT LEAST 5/4 OF KNOCK -OUT FOR THE THINKNE55 OF THE LAST LAMINATION 5) FOR 5-PLY, PROVIDE 1/4- X 4- WOOD INSPECTION SCREWS FROM EACH 61DE (SPACE AS (TYPICAL) 3) EACH 30D COMMON NAIL MAY BE SHOWN FOR 3-PLY) CONCRETE REPLACED W/ (2) 16D COMMON NAILS. (ONE FOOTER INTO EACH OUT5IDE FACE OF B.U.G., SAME 6) REFER TO ND5 SECTION 15.3 FOR NUMBER OF ROW5, SAME SPACING) ADDITION INFORMATION NOTE: INTERIOR CORNER MAY BE CROSSED AS SHOWN TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 811 CONCRETE BLOCK WALLS USE C-90 MASONRY BLOCK 4 TYPE "S" OR "M" MORTAR (TYP.) MIN. 25" LAP 1) FILL COMPACTED TO 95 90 IN INTERVAL LIFTS OF 6" 2) SOIL BEARINGS 2000p6f MIN. MASONRY WALL TYPICAL MECHANICAL FASTENERS AS SELECTED BY CONTRACTOR, 16" OC STAGGERED LAP PER SCHEDULE SOLID POUR CELL W/ 05 REBAR (TYPICAL) x- 2 "X6 " PT J"x6" J-BOLT W/ 2" WASHERS NOTE: 1) ATTACH 2"x6" TREATED SIDE JAMBS TO MASONRY WALLS WITH 1/2" DIA x 8"L(MIN.) J-BOLTS LOCATED 6" FROM HEADER 4 FLOOR 24" OC MAX INTERMEDIATE EQUALLY SPACED. 2) ATTACH 2"x6" TREATED HEADER TO MASONRY WITH MECHANICAL FASTENERS AS SELECTED BY CONTRACTOR THIS MEMBER NOT INTENDED TO b, TRANSFER LOADS 3) SEE DOOR SPECS FOR ADDITIONAL REQUIREMENTS GARAGE DOOR BUCK DETAIL 0 µIN+ z O�ko MLu N M z a o0 QwooiOo Z F CL �aQ� z b ;f f W �W~ 0 mSo o W 2FOua uj0 w l-'nand z - U) w1.:30 z_°�a0 co z oq0 wwOpaWU)w1wgQ¢ N LL m V-- W y¢ W J tp3z&, sF54JQ>.00 �WUWQDy3.W�: ZLL U gW�a=°w�¢c°° y� Zto°oa moan °W¢Va WQZQ zda O oc� N2¢N 732 -yQi to ma) �m�U N>� ILI Il J U- U- O J N Q o C3: "N J C.)W LtJ Q � 2: UI V_ LAW u > ILL cs m CO)g O CD �00CL N (L IF BOX IS P SQ THEN SCALE OF DRAWING 18: 1/4"=1' -O ". IF BOX 15 1/2" SQ. THEN SCALE OF DRAWING IL 0 O 1� N O W d- wN z 1L tV d:(14 w� O - tu O r O T V Q I 'Q w ISSUED FOR PERMIT 12-19-fro VERSION: 2015-4 12-19-16 1 JOB " 161609 COPYRIGHT 2015 LENNAR HOMES 1B' CEMENT PLASTER IN ACCORDANCE WITH ASTM C 926 a FBC 2014 R703.6 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTM C 1063 a R703.6.1 OF THE 2014 FBC WATER RESISTIVE BARRIERS SFEATNNG FER PLAN METAL FLASHING PER FBC 2014 R903.2.1 .: METAL FLASHING 3-10 UNPERFORATED FLANGE 79 WEEP SCREED PER ASTM C 926 a FBC 2014 R703.6.2.1 MAINTAIN BOTTOM OF WEEP SCREED I IR' TO 2' AWA ROOF S EATHNG CEMENT PLASTER IN ACCORDANCE WITH ASTM C 926. WHEN PLASTER OVER WOOD PROVIDE CONTROL JOINTS FOR A 144 SF MAX PANEL AREA, MAXIMUM PANEL ASPECT RATIO TO BE 2.5A AND THE MAXIMUM DISTANCE BETWEEN JOINTS TO BE 18 FT. JOINTS REQUIRED AT CORNERS OF ALL OPENINGS. CONTROL JOINTS TO BE AN APPROVED FABRICATED MEMBER INSTALLED PRIOR TO PLASTER APPLICATION. PITCH OF ROOF ShOWN AS PARALLEL TO ABUTTING WALL. DETAIL AND ALL COMPONENTS ARE ALSO APPLICABLE TO ROOFS PITCHED PERPENDICULAR TO ABUTTING WALL. CEMENT PLASTER OVER BLOCK 1ST FLOOR WEEP 50REED DETAIL A SCALE: NOT TO SCALE NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 6AE3LE END WALL BRAC I NCB ON MA50NR`I' 4 I SCALE : NOT TO SCALE MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL. NOTES FOR WIND SPEED SPECIFICATION 8EE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) lbd NAILS SCFLEDULE FOR SIIEATH14 DETAIL � 2'x4' OUTLOOKER 2 4' OjC. TOP CORD BLOCKING FIRST FOUR ROUE OF 45' s l2x4� TR155ES a I P RTI& OR EDGES OF BRACE fQ L& EA, SHEATHNG APPROX V FROM I OUTLOOKER TYPICAL RIDGE FASTENED AT ( 'L' BRACE TO EMEND EACH JOINT W/ (3) Lod AT LEAST Ws OF WEB 4 (2AOd TOE NAILS • EA. END I LENGTH (SEE TABLE) COr1�lON TRUSS BEY 2x6 P.T. SILL I GABLE TRUSS Wo COX PLYWOOD OR I I i W N OSB SHEAT14NG 2x4 PANEL BLOCKING Al 48' O.C. FOR THE FIRST I ATTACFED W/ IOd W-0' OF END WALL. FROM EA. END TYP. BOTTOM NAILS a 6' OZ. EDGES CORD ATTACHED UV (2)16-d TOENAILS I AND 12' O.G. FIELD LOd)(3' 3' O/C THRo" CHORD INTO Yxb' P.T. PLATE 2x4 'T' ON TOP OF PANEL BL WEEP SCREED FASTEN WITH 10cbc3' a 4' O/C 16TALLED PER MANLF. 5/8' OR 05 W&4 STRENGTH CEILING BOARD PER CODE FASTENED WITH 8d COOLER NAILS OR 1 1/4' LONG DRYWALL MOISTURE BARRIER SCREWS COM L.YNG UNT14 ASTM CI002 FOR FIRST V-0' FROM END WALL a 4' O/C TYPICAL USP 14TA20 a EA TRUSS 5/8'x 10' 'J' BOLT a 32' O.C. MINIhIJf'9 6' FROM VIERT. WEB (24' O)C MAX) PLATE SPLICES !LV 3/104 "1 PLATE WASHER 7/8' CEMENT PLASTER IN ACCORDANCE WITH ASTM C 926 a FBC 2014 R703.6 NOTE: IF EMBEDDED STRAP MISSED VERTICAL Uzi USE FELT BACKED METAL LATHE IN ACCORDANCE MSTAM36 ON OUTSIDE WITH ASTM C1063aR703.6.10FTHE 2014FBC CABLE BRAC I NC 4A WATER RESISTIVE BARRIERS PER FBC SCALE : NOT TO SCALE R703.6.3 WITH PERFORMANCE EQUAL OR GREATER THAN 2 LAYERS GRADE D PAPER INDIVIDUALLY INSTALLED 2 x ,{ 'IT" i3 L OCK I NG WALL SHEATHING PER PLAN 2x4 BLOCKING 6 KEEP TOP EDGE OF WEEP SCREED 2" ,1 Q 11 O.C. `tv BELOW TOP OF BLOCK I 1(o d NAIL -CAULK UNDERSIDE OF WEEP SCREED TO 11 5f ACE L III Imo CEMENTITIOUS FINISH I METAL FLASHING 3-1/7 UNPERFORATED ' I II'' II ATTACHED W1 10 FLANGE 71r WEEP PER ASTM C 926 a I O.C. N4 I L S tv 4" FBC 2014 R703.6.2.1 TYPICAL. 'EMENTITIOUS DECORATIVE FINISH GA5LE TRUSS WEE ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE CAULKED USING VULCUM 1 1 L� L 1 L L 1 L LZ t7 AG I N 6 DO CAULK FOR ALL VV 1.� J.� 1� 48 SCALE : NOT TO SCALE 2x4 LIT" SL_OC;KING 2x4 BLOCKING a I 481, O.C. ILL 11 Bf;ZACG I ATTACHED W1 10d I I NALL5 1@ 4" O.C. TYPIC4L CzA5LE TRU55 WEE3 �S I NCLE 11L 11 BRAC I NCI N6LE "L 11 BRAG I NG SCALE : NOT TO SCALE trod NAIL "L" BRACING REQUIREMENTS STUD SPACING NO 'L' BRACE i (U 2'x4' (UROJ 'L' BRACE 2'xb' (UNDJ 'L' BRACE 24' 00' - 3'-0' 1 N-0' - W-0' W-0' 4 GREATER SCISSOR GABLE - (U 2"x8" +2 S.PR a EACH VERTICAL AND (2) 2"x8" FULL HEIGHT a DIAPHRAGM BLOCKING NOTE: 1) 'L' BRACE MUST EXTEND AT LEAST W% OF UM LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EMEND FULL FEKaI4T OF GABLE 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WT14 Wdx3' NAILS a 4' O/C. "L" BRACE W/ 10d s 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 16" O.C. • EACH STUD �� GABLE END BRACING ON NID NALL SC -ALE: NOT TO SCALE MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ 2x4 OUTLOOKER a 24" O/C SEE STRUCTURAL. (2) l6d NAILS NOTES AND NAILING TOP CORD BLOCKING SCHEDULE FOR FOR FIRST FOUR ROWS SHEATHING DETAIL USP RTib OR OF TRUSSES a EDGES OUtLOOKER OF SHEATHING T1'P. 2 "x4" GROSS BRACE 12" MAX. APPROX. 6" FROM RIDGE FASTENED At "L" BRACE TO EXTEND EACH JOINT W/ (2) AT LEAST W% OF WEB 10d 4 (2) 10d TOE LENGTH (SEE TABLE) NAILS a EA. END ABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR a 48" O/C FOR THE 1/16" OSB SHEATHING FIRST (4) ROWS OF ATTACHED W/ 10d NAILS TRUSSES FROM EA. a 6" O.G. EDGES AND 12" END TYP. TOP 4 O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" a 4" O/C SP HGA10 a 3fo" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 a EACH STUD CABLE BRAG INO ON NlI) NALL I SCALE : NOT TO SCALE 2X4 OUTLOOKERS BACKNAIL outlooker W/ TYPICAL ROOF CONSTRUCTION (2) 160 NAILS AT lro" OC INCREASE NIALING TO 4" OC FIELD AND EDGES, 5'-0" END ZONE USP RT3 W/ 8-80 NAILS OR EQUAL AT EA OUTLOOKER / 15/32" PLYWOOD / NAILED 6" OC 2X4 "X" BRACE AT THE PEAK FIELD 4 EDGE W/ OF ALL GABLES 4 12" OC UNO 8D RING SHANK EXTEND "X" BRACE ACROSS NAILS, SEE PLAN FIRST 4 TRUSS BAYS. PROVIDE USP RTSA EA END OF BRACE MEMBER BOSTON HIP SEE PLAN V-02 MIN, 2X4 BLKNG FROM "L" BRACE PER GABLE END BACK TABLE 4C N 8'-0" BETWEEN TRUSS BTM. CHORD AT ALL 1� BRACES DIAPHRAGM DROP GABLE END w/ UP TO A 12" OVERHANG. OUTLOOKERS REQUIRED 24"o.0. MAX. NAIL PLYWOOD 4"OZ. FIELD 4 EDGES W/ 8d RING SHANK X BRACE FOR CABLE FACES NOT OVER HALLS I$ E305TON H I P WALE: NOT TO SCALE "L" BRACE PER TABLE 4C ar_ 2X4 BLOCKING a PEAK 4 AS SPECIFIED BY TRUSS MANF. VALLEY TRUSS 24" OC TYP USE USP RT3 OR SIMPSON H3 FROM EA TRUSS TO VALLEY TRUSS IF NO CONNECTOR PROVIDED BY TRUSS COMPANY 2X4 DIAGONAL BRACING 1/2" PLYWOOD ROOF SPANNING FIRST (3) BAYS AND DECK (SEE OTHER END -NAILED W/ (3) 16D NAILS DETAILS FOR (2) 16D NAILS t0 EA END. PROVIDE BRACING a ROOFING SPECS) EA KING POST ON PEAK AND QUARTER POINTS VALLEY TRUSS WHERE BRACED HEIGHT IS *OR GREATER TRUSS TOP CORD NOTE: FOR BRACED HEIGHTS DROP GABLE END w/ UP t0 A 12" OVERHANG. LESS THAN 4' NO DIAGONAL OUTLOOKERS REQUIRED 24"o.a. MAX. NAIL PLYWOOD BRACING IS REQUIRED. 4"O.C. FIELD 4 EDGES w/ 8d RING SHANK BRAC I NC FOR CABLE VALLEY TRUSSES SCALE : NOT TO SCALE o rn I-r O0 n �� In z o�o� a �00 allo 0 M z~IL'u ccaQ� z 6 2: f � G� W Lu JCD =W zz W I-040 ZFFN ZZGZ> Lii w W O Q O W y W Q Q �a V .-KU-j u%- QJ4 �¢`QiQ`''Z�tA��3NWjy cm Q O Qj U_j 4 W 8 W W 2 L OZ 0 6.mgzx mozam u h W Q U a x Z 2 a a D O C az I,_ o2 8�0 Lco n cn QNNI-FmHUe-N7LL a J w O N Q O o aq J w p _0 tiaw fti4i,9 f,aw J LL O m O W � N 0 d Ll N IF BOX IS 1" SQ THEN SCALE OF DRAWING IS: 1/4" = V -0". F BOX IS 1/2" SQ. THEN SCALE OF DRAWING 1L N 7) O W zIL N N Q O 11.1 v T_ vQ <� lU } U1 �i-m-kn �91 = ISSUED FOR PERMIT 12-IS-16 VERSION: 2015-4 12-19-16 fp 2 JOB 0 161609 COPYRIGHT 2015 LENNAR HOMES DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P•T' TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING E 3/16*0 X 3" LONG TAPCONS FURRING X LONG FURRING L2X8 TAPCON. INTO STAGGERED @ 16' S ST TAPCONS STAGGERED TAPC BLOCK@ SPACING �� 1" DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 11 1-1 /2 DETAIL MASONRY THROUGH 311 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2"DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SSEACTION / 1/4" x 31/4" TAPCON (1 1/4" MIN. EM ENT INTO BLK.) 1/4" MAX 8" 1 X 4 FURRIN * SOLID BLKG. AT TOP BTWN. 1/4" x 3 APCONS BLOCK HEADER ARCH BLKG. & BUCK . �= 1 1/2" DRYWALL d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOL S.B. FOR SCRIBE (NOTCH) P LL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BACKSIDE TO FIT ARCH (4)10d INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 4" MIN. OF BRACE INSTALL WDW. SCREW ANCHO INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE Bl 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 DA1LS - PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ST F C�DE'TAILON ARCH DETAIL J 4 MAX. R1 SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3114" TAPCON (1 114' MIN. EMBEDMENT INTO C.) /4" MAX 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 1-1 LEAVE A CUT N ON T INSIDE TO ALL SULATION _ TO BE IN LED 7/16" CH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL QUAL — THRU OSB INTO 2 x 8 ARCH DETAIL K ((DETAIL O}) B-g SCALE: N.T.S. SS GLASS BLOCK INSTALLATION 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. 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 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. 20 ga. PANEL ANCHOR 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) —� SEALANT GLASS BLOCK DETAIL PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBAR (TY STD. 90^ HOO1 �]L 11L 00 ts^ PROVIDE (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x BUCK - (1) WITHIN 4" CONT. W/ (3) MIN. OF START OF 12d NAILS ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL '.) (TYP.) NOTCH WEB AT THE FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN ' FILL 1st 4 COURSES SOLID W/GROUT 'f NOTE: FOR OVERHANGS LESS THAN 3/8' - NO REPAIR REQ'D. FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG -"'- RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/8" TO 1 1/2' 2X6 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 3112" TAPCONS AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) -12d NAILS 2X6 TO 2X4 USP RT3A JACK TRUSS PROVIDED By—/ TRUSS COMPANY OR 2x4 @ 24" O.C. 41-00 MAX SEE PLAN 2X4 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. VALID FOR 170 MPH ULTIMATE SPEED MAXIMUM "C" EXPOSURE MAXIMUM MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL UNACCEPTABLE INSTALLTION DO NOT DO THIS 4%p, I i t2" I, FILLED CELL INSTALLATION W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER V-0" F.F. S. GRADE : >. D .DIV N Z •P' • s (2) #5 REBAR. MIN. 3' 16" MIN. COVER EA. WAY 01 SECTION AT DEEP MONO FOUNDATION SCALE: 3/4' = V-0" #5 REBAR (TYP,) $7 I, I, 4$DD. 90' HOOK (TYP.) All NOTC #*B @ FIRST COURSE H SCALE: N.T.S. �+L+ UPLIFT CAPACITY = 945 # FOR 1 STRAP -1890 # FOR 2 STRAPS PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) " x 2� TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1? NAILS AND (4) k X 1 t WEDGE BOLTS [ (1) STRAP =1225 # , (2) STRAPS 2450#1) --..D BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2 X 4 SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. x TO TRUSS TOP CHORD O�FRy,� PLYWOOD SHEATHING + + GCFNGTN + + + + + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT SOFFIT 2X4 + EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL _ tijSEE ELEVATION FOR OVER HANG (MAX. 4'-0') SECTION @ ROOF EXTENSION M SCALE: 3/4" =1'-W SS CFG CHFr-T n2 AND FOR HTT16 W/ (18) -16d NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 5" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" =1'-0" 2"x BOT. PLATE W/ (2)10d @ 6" 0.( 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 METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4-SDS 1/41 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR M LSSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 36" • •—l11®��l11i PROVIDE #5 BAR IN CONC FILLED CELL EA. SIDE OF FND. TRANSITION. HOOK INTO STEMWALL FTG. 3roll MIN NTS F.F.E. MONO TO STEMWALL FTG SCALE: N.T.S. sFFANpO� 2x CRIPPLES --� s 160 O.C. W/ (2)10d TOENAILS T/B 10d NAILS ++ 8" O/C (1) 2x JACK 4 (2nX KING STUDS (TYPICAL (UNAa z O a O U_ W -� U a. a cl' i a.t— g U Z U) ire N #5 BAR IN HEADER COURSE EXTENDS 36" MIN INTO MONO FTG. NOTE: COORDINATE STEPS, HANDRAILS AND GUARDRAILS AS REQUIRED BY SITE CONDITIONS W/ CONTRACTOR PROVIDE #5 BAR PROVIDE #5 BAR IN HORIZONTAL IN CONC FILLED CELL HDR CRS IF @ 6' O.C. MAX. FRAME WALL HOOK INTO ABOVE STEMWALL FTG. 8" CMU STEMWALL W/ HDR COURSE @ TOP (5) COURSE MAX 6:1 MAX S oN� W M N z oLu ocb aQ ao QLuo 0 ce M co zov J W uj ug J0 W 1"'" Za O ~ 0 cc g a y 3 Z a 0 (D w-OOeLuTI. � N i-L a U '- W ¢ ~�� Z� W M O� W, O 3:11,U JWW DO U W WU W—I_:y'��aIu 0.iL ZmF_'Gl 0U)_j 0(jQQ IL _l U- CID Lc o 0 O CD� t.� w o= U car m O d O a N d 18"W x 10"D CONC. FTG W/ (2) #5 CONT. ALT. STEMWALL SCALE: N.T.S. LSTA30 OR AS NOTED ON PLAN 2-ROWS 10d NAILS STAGGERED 0 8" O/C EACH FACE OR 3-ROWS 10d NAILS STAGGERED ® 8" O/C FOR �A0" OR GREATER HEADER HEADER PER PLAN -INTERIOR HEADER (1) 2x SILL PLATE W/ (3) 10d TOENAILS. EXTERIOR HEADERS (2) 2x SILL PLATE W/ (3)10d TOENAILS. OPENING LAWsER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE OR AS NOTED ON PLAN 2x STUDS TYP. ' T. BOT. PLATE, -BEARING PER PLAN _TIV ARN SEE PLAN FOR REQUIRED CONNECTIONS FRAMED HEADER DETAIL SCALE: NOT TO SCALE DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. A \ A 15X6' EMBEDDED INTO EXISTING FOOTING DRILL 3/476" MIN. HOLE SET BAR IN EPDXY U EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2-#5X6' IN CONC. FILLED CELL SAW CUT A SECTION III1 SCALE: N.T.S. NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) SCALE: N.T.S. PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. IF BOX IS V Sa THEN SCALE OF DRAWING IF BOX IS 1R" Sa THEN SCALE OF DRAWINGS IL O (Y �tu T W I to zIL N N in 0 lL - N Lutn O < v O 2 W_ v 0 Lf) to } 111��9� ISSUED FOR PERMIT 1243-16 VERSION: 2015-4 12-19-16 53 JOB " 161609 COPYRIGHT 201! LENNAR HOMES . ,lie 1- — -i__ .iwlIWWII�i - &- m/I =- I 19'-411 (ol-oll I/ 4'-511 ROOFPLAN ELEVATION 'A' 11/4"'al'-V" WHEN Box 15 1" Sa. 1/8".1'-0" WNETd 8OX IS 1/2" 1-� k4, o M Z Ln OLn o M N Lu z oho.70 a-o g"ISLa aLUo �wLLM Z z�iaa"o f J L W � J W S t o p = O= y y W Q E Q o F O� G J Z � 2 H W m Oy Z Q7 Zm W W_ O O yow Q 3 V ¢ W 8 W W m- 0 Ul W a x mIL IL V jL W Z IL W Q 0 0 O aS2�=o500���`n Lco A a J LL � LL J 0 a O Q _U -J LL oo c UF N I = cc 0; ®CE, .-. �$oa �Na IF BOX IS 1" Sa. THEN SCALE OF DRAWING IS: 1/4"•1'-0". IF BOX IS 1/2" Sa. THEN SCALE OF DRAWING J lli O � ILA N �w r W N N � w� O - w O � O < v Q w } ISSUED FOR PERMIT 12-IS-16 VERSION: 2015-4 12-19-16 ---] ;R;: JOB M 161fo09 COPYRIGHT 2015 LENNAR HOMES PRODUCT APPROVAL SPECIFICATION SHEET USP Florida Statewide Evaluation son Florida ide CCS O U > O 'J 70 Q 0O O .� C N O -0 V ) O 6 N o O L_t__ _ _ CZ M O >O O � Q � _O _� F- .� U) Q As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local productort supplier should you not know the product approval number for any of the applicable listed products.ProductQ_ a o u category Manufacturer Product sc on Test Pressures1. EXTERIOR DOORSASIMNGING U771 ThermaTru Smooth -Star and Benchmark +67.0/-67.0sfThermaTru Premium, Construction Series and Benchmark +47.0/-47.0 psf z O "�� U O > _O Q Q Q U 0 n U) CZ w z z Q Ca - The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite-, 1) copy of the product. approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE SHEET NO. PA1,0 ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Clo a Building Products Series 420/430 Residential WindCode Doors W5 (8X7 FL15332.1 - FL15332.5 FL15279.37 +40.0/-40.0 psf +30.01-32.0 psf C. SECTIONAt Clo a Building Products Residential WindCode Doors WS 16X7 FL15279.53 +30.0/-30.0 psf Clo a Building Products Residential WindCode Doors W6 8X7 FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550l1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B HORIZONTAL SLIDER General Aluminum Company Series 1580l1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40 01-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf _ D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E OTHER _ 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank La Siding and HardiePlank La Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444.1 N/A _ B UNDERLAYMENTS Tamko 151b Felt Underla ment FL12328 6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A _ Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA O'Ha in Manufacturing, LLC O'Ha in's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxon 900 FL7849.13 - FL7849.16 N/A F OTHER 5. SHUTTERS V� _ A STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products Town and Country Industries All American Shutters USP Structural Conn, GPP Fabric Shutter Series 2000 Safety Edge Storm Panels Galvanized Steel Storm Panels FL15088.1 FL12856.1 FL13578.1 see chart N/A +54.0/-54.0 psf N/A 6. STRUCTURAL _ COMPONENTS _ A WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart _ B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197 1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise En .Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL: LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8 FL5450.1 N/A Powers Steel, Inc. PowerBOXB Lintels FL11383.1 N/A • A3 FL17244.1 ESR-3455 •A23 • , FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 _ ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 _ ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 _ ESR-3444 HUCQ410 HGAIOKT FL11468.11 FL11470.4 SIM200804 SIM200803 HGA10KT FL17236.6 _ ESR-3448 HGAM10KT FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 _ Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTT22 FL11496.1 ES-0130 HTTS FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTW16 FL17244.8 ESR-3455 ESR-3455 _ ESR-3455 ESR-3455 Evaluation Report HTS20 FL10456.23 ESR-2613 HTW20 FL17244.8 HTS24 FL10456.24 ESR-2613 HTW24 FL17244.8 HTS30 FL10456.26 ESR-2613 HTW30 FL17244.8 HTSM 16 FL11473.11 SIM200802 HTWM16 FL6223.2 HTSM20 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT2 FL6223.3 HGT3 FL10456.19 ESR-2613 HUGT3 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS212-2 FL10655.93 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS28 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28-2 FL17232.7 _ ESR-3445 LU24 FL10655.103 ESR-2549 JL24 FL17232.8 ESR-3445 LU26 FL10655.104 ESR-2549 JL26 FL17232.8 ESR-3445 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS210-2 FL17232.12 LUS24 FL10655.109 ESR-2549 JUS24 FL17232.11 _ ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS28 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS46 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 KLEG3 FL17241.15 ESR-3444 MST60 FL10852.7 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA18 FL17244.18 LSTA24 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 _ LSTA30 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA36 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT20B FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTT131 FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTW12 FL17244.8 ESR-3455 _ LGT2 FL11470.7 SIM200803 LUGT2 FL17240.2 ESR-3447 LS30 FL10446.15 ESR-2606 MP3 FL17244.22 ESR-3455 A34 FL10446.3 ESR-2606 MP34 FL17244.23 ESR-3455 LTP4 FL10446.19 ESR-2606 MP4F FL17244.24 ESR-3455 LS50 FL10446.16 ESR-2606 MP5 FL17244.22 ESR-3455 WM1416 FL10667.86 ESR-2615 MPH3516 FL17240.3 ESR-3447 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA12 FL17244.18 MSTA15 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA36 FL17244.18 MSTC40 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW12 FL17244.8 ESR-3455 _ MTS16 FL10456.34 ESR-2613 MTW_16 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW20 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MUGT15 FL17240.5 ESR-3447 MBHA3.56/11.25 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report MBHA3.56/16 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Repo F 1 I I. r.`. 11" 11,. 1 _1 1' 1 'tin'. •I' IX '+'1 d ..-11- h Ir _ 1 I !1I I'. !I IIII�R'I'A"1 11.."1 !! :II I I 1._L. L Florida DepaMlertt of Business & Professional Regulation Building Codes and Standards Product Approval Application DeW Pop lat 72=1! tole lobes 06a am amim. gm Ilona MOM vNmLk 6L" GareN ZOMMOKALlI mdmibm soon 9Glrmed Asmm t Wad Redam 2014 ThermeI I. C.: ,.,,ran Rick VWW* Nob W Amaonedm A Rya, l a" PE 0726raD1S OZAD& 01s 091012016 APPanmI Canpnf Edrtor Doors 4419) 21L1740 uwpemw b ohft (013) 7e74213 aueCna9ory Sw g%Edrlor Door Aaerrdtn Dn•,nPtlaea 3Md.OR Certacmao Yakatliaoe Or 90StAmm9s5 as mmisKim aam mLiLim hood 21" trA ENdmagWal" iaatsmArlaOrglm alE g m amY 1105510 1 a. 49Msmom stmaMrot seed AqA tsoacw ak by N and as Oeep,e one OlMdFaedeee DOW No 1241/J021 No lid NO NR ltrnn►TruSPla. sM r00A ammem kneeling wd Olialaq Gedt limit 20 are OaePLmlMa gm Lm ltimm mombokm f goo bakuLAINOM good" 1mlemi limn arLAMMM aomuA W W PAWOM 3014 Tao svwTnr C-y.. u Rick Voters National Acolseam A Ryon 1 Kss PE O W2ViQ1S OW 32015 07MM15 Approved C41grY Easel. 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