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Home My WebLink About137 Venetian Bay Cir 04-2750 New SFHPERMIT ADDRESS CONTRACTOR Morrison Homes ADDRESS 151 Southhall Ln #200 Maitland, FL 32751 _ 407-257-6940 CRC 041929 PHONE NTUMBI . .. . PROPERTY OWINER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER PERMIT # CN DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE a •,1 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, 51,15-CONTRACTOR5 AND SUILDER5 ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5EAUMONT & ASSOCIATES, INC. IS NOT RE5PON515LE FOR ANY 1" 1151NTERPR€TATION5, ERRORS, OMI551ON5 OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT 8 ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. EGENERAL NOTES m DESIGN REQUIREMENTS 1. DESIGN LIVE LOADS(MINIMUM): A) FLOORS - 40 PSF B) DECKS - 40 PSF C) 5TAIR5 - 40 P5F D) ROOFS W/SLOP€ 4" TO 12" PER FOOT = 16 PSF E) ROOFS W/SLOPE LESS THAN 4" PER FOOT - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBC CHAPTER 16 SECTION 1606.1.1, REF. ASCE 1-98 CHAPTER o) 1. BASIC WIND SPEED = 120 MPH(3 SECOND GUST) 2. WIND IMPORTANCE FACTOR = 1.00 (ACSE 1=9g, TABLE 6=1, PG.55) BUILDING CATEGORY = II (ASCE 1-98, TABLE 1-1, PGA) 3. WIND EXPOSURE(ALL SIDES) =5 (ASCE 1=98, SECTION 6.5.6, PG.28) 4. INTERNAL PRESSURE COEFFICIENTS(ASCE 1-90, TABLE 6-1, PG.62) ENCLOSED BUILDINGS = ±0.18 PARTIALLY ENCLOSED BUILDINGS = *-0.55 (NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 1-98 DEFINITIONS CLASSIFYING AS SUCH) 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS S =IALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 P&P, +26 PSF FOR ROOF LOCATIONS: -45 PSF, +14 PSF (ACSE 1-98, TABLE 6-3A, PG.57) FOUNDATIONS I. SOIL TO BE COMPACTED TO AT LEAST 9F?% UNDER 6LA55 AND 9,3% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1551 (MODIFIED PROCTOR) 2. LAP VAPOR BARRIER JOINTS 4" AND CONTINOUSLY TAPE SEAMS 3. FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF 2000 PSF Im Mode1.....2123 A'MP THE 11 1 TON CAST IN PLACE CONCRETE 1, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2, ALL REINFORCING STEEL SHALL BE NEW DOMESTIC. DEFORMED BILLET STEEL CONFORMING TO ASTM A-015 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6 XW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" 4 CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EouAL SP)=CIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REO R€M€NTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND '5PECIFICATIONS FOR STRUCTURAL CONCRETE FOR 5UILDING5,'ACI 301, 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12'' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BOLTS AND THREADED RODS I. ALL 5OLT5 & THREADED RODS TO BE A5TM A301 OR 5ETTER(U.N.OJ MASONRY WALL CONSTRUCTION I. HOLLOW LOAD BEARING UNITS SHALL B€ NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMINGx TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (F'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C210. 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1" i Y kk J P i F Yo 1.114si-v-411i PV q REDRAW REVISIONS TO MASTER OPTIONAL BATIK 3 FRENCH DOORS IN FAMILY ROOM ADD OPT WINDOW IN MASTER E314T I WITH DIVIDED LATES ADD DIVIDED LATES TO OTHER MASTER BATH WINDOW MASONRY WALL CONSTRUCTION (CONT.) PRE -FABRICATED WOOD TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C416 WITH A I. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH COMFFE551VE STRENGTH OF 3000 PSI. HURRICANE CLIPS OR ANCHORS. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 2. TRUSSES SHALL BE DESIGNED BY MUFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS OF 8'=O" U.N.O. REINFORCEMENT SMALL BE ENGINEER OF RECORD PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL 3, PREFABRICATED WOOD TRU55E5 SHALL BE DESIGNED IN UNLESS OTHERWISE NOTED. ACCORDANCE WITH THE LATEST EDITION OF THE 1. REINFORCING STEEL SHALL BE LAPPED MINIMUM 30'' 4. "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE UNLESS NOTED OTHERWISE ON THE DRAWINGS. LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. a. HOOKS AT TOP 4 BOTTOM OF VERTICAL REINFORCING BARS TO BOND COARSE AND FOOTING TO BE NO LE55 THAN 12 IBAR 5. TRUSS MEMBERS AND CONNECTIONS SHALL BE DIAMETERS EXCLUDING BEND PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. LOAD, 6, BRIDGING FOR PRE-ENGINEERED TRU55E6 SHALL BE AS WOOD CONSTRUCTION REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS. I. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA 1. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL "NATIONAL DESIGN SPECIFICATION FOR WOOD CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS CONSTRUCTION", LATEST EDITION.(NDS) MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR TRUSS DESIGN LOADS : WALLS AND MI5C. STRUCTURAL WOOD FRAMING MEMBERS. TOP CHORD = LL = 20 P5F (I.E. BLOCKING OR GABLE END 5RAGING0, SHALL BE SOUTHERN YELLOW PINE OR EQUIVALENT. NO. 2 GRADE SHALL BE USED DL = 10 PSF(SHINGLE TYPE ROOF COVER) REGARDLESS OF SPECIES. DL = 14 PSF AT OVERBUILT BOTTOM CHORD : DL = 10 PSF 3. TOP AND BOTTOM PLATES OF LOAD BEARING WALLS MUST BE WIND LOAD : SEE DESIGN REQUIREMENTS SOUTHERN YELLOW PINE NO. 2 OR EaUIV. (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) PRE -FABRICATED WOOD TRUSSES (CONT.) 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND 51MILAR CONDITIONS. TRUSS SHOP DRAWING& SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, 9. PROVIDE ADDITIONAL BRACING AND BLOCKING PER HI5-91 AND TRUSS MANUFACTURER'S DRAWINGS FIELD REPAIR NOTES I. DRILL A 3/4'' DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE 5IMP50N STRONG TIE EPDXY OR €OUIVILENT. FOLLOW MANUFACTURE'& INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING 15OND5EAM POUR. U5E 30'' MIN. LAP 51LIC€. HOOK5 AT TOP OF BAR TO BE MIN. 12 BAR 1) AMETERS(EXCLUDING BEND). 2, MAY 5U55TITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1)'5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTG.) 4. 2X12'S MAY BE USED ILO TIMBER5TRAND5 FOR STAIR STRINGERS 5. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2xl2'5 6. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON=LOAD BEARING WALLS MISSED META-16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED w/ SIMPSON MTSM16 TWIST STRAP(S) w/ (1) 106 w TRUSS 4 (4) 1/4 x 2 1/4 TAPCON5 ,@ CMU EACH. USE (1) FOR UPLIFTS OF 840 LBS. OR LESS. USE (2) FOR UPLIFTS OF 541 L55. TO 1(o80 LBS. OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY ENGINEER OF RECORD. �00 I I CO n 00 Lw r m • .-� a �^ 0 V a C w C) U (, CL 124 -.1 W z� w �m m v Q ® WQ Q) vi o A � W Pi' Un [� Z _ � U o � Oco N <1 F- OW 0A wE- au to w� Q P � w00 w I ROBERT M. MONTA, P.E 3� rW WV 2cn F- l 2�U tip 3.� Ma ^ za Pao pw oZ wr P 1FX;� w U! o� woo oU (xZ E. FF F DO OW w ^' Ow JW QA z0 au ir-c oz W9 as OA F ~o zO ,� W� U� OH oa t �� ww wp Ito 0 I F-L-I z F- ix C\2 F- =H �U) �x E-F 0:1ig W =O F-H O dSw F-o 2 ~y Orn _W �A acn 00-4 Uri w w >v Xp wa V)E-F Wu) ul Ux ZE-H W w _Q U O W V) Q 1,04 F- z 0 2 D a W m o 41 b F- a O U WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SU5-CONTRACTOR5 AND 5UILDER5 ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5EAUMONT 4 ASSOCIATES, INC. IS NOT RE5PON6I5LE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MfSSEP AND NOT REPORTED TO SEAUMONT 4 ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. I'-411 13'=0" 21-1011 @I_BII 5 V VV pl 14 1 SIM. pl pl 2 S' = 811 o G'-2'1 vF- �L — J — — — — — — — ---- �, -.-_..._----- 1 �r-------- \4 8„� 4 ��-- 1 SLOPE 1/8" F-ER FIN. FLooR = I I I - TUB 1' - II Gn I - U! L31 z 21-411 I - - 15 I I I'-4" 11" 2'-�" pwfR ' D 1 I I FIN.FLOOR = N - ------ ----- ----J nI I o, G 1 co)--_ 0" _ ._J ---------- O_ o - (t I'LL_ CD = 3'-�" RFY W/ MFR. v N 011 CWC Ln CD J � N I I N I I I I 1'-O" I 101-011 �'-�" 2'-�" 3'-O" \t41-0" 10 I - i I TUB DI I II e EV)vJ I r I \ ❑�. I I -=�2 ; �,� 3-_ O 1, lo, PROVIDE LINE - I FOR ICE MAGER 141-311 t- 1 I.21 3'_01 C) 10 - ol _.._ ., I �/N °x w II--- - - - - - - - - - - - - _ oOIL- FIN. FLOOR = It J -T PVC CHASE IN 1/2 J-BOLTS FROM I SLAM FOR A/G EA. END 3211 O.G. MAX 15 I I i I I 6) CD I loll V F1' W/ MFR. _ J I SLOPE I/a" PER I' 18 I �n _ N 1 •MO 1 pl I I � N 1 14 1 1 D1 I 21'-4" j / � • .�.....e._._ _.....__...._ __._...- _..,.- _I„I Igo I I r \\ FlNIPLOOR --- 1 - I t- Dl 1� (2) S 5o i (2) #S 2'-8" 3i, ^CW TO METER BOX �o ti O 6ANITARY RISER NTS L3at�a WATER 141- DIAGRAMS FOR EA. UNIT ARE HEATER SIMILAR EXCEPT WHERE NOTED I PLUM51NG SUPPLY RISER NTs CO d� d+ C�2 I I c� 00 wCd _ V a O c� 4 � w o� �� F- U W w V)oz E Q a Ow 0 A w a C/) +� cd Z a r +' x o U � z5 o_rn I-- U � I OrA In ixa w� W x EL wco umo ROBERT M. MONTA, P.E 3� Ow w^4 �O zo OV O� W9 F- H W O F� N WW Oi U� OE., -- IA z u� �o CQ wC\2 �--I tn� ' xF, _O �E w 2C) HH O aSw I-C Icn }A n.M O UW wa W wa tnE- w� ' m zE- z O a w m w O O UN U P U vU y i x O a (L O U i WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT t ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 14'-4" D3 • _ PRECAST = r I = m I COY. PATIO J i 9'-4" CLG 0 111 14 64 14 +23 -26 =AMILY RM. 3'-4" GLCs 14' -0" P •. 25'-8" 16.0 +26 O H -28 4(.2 SEA AT + 34 ET1=.1=. E . 5EDROOM 9'-4" CLG a0 in cA ARCH HDR. '- 777 SHU)R. M. E3ATH (� 9'-4" G L Gs ,wig HIM 4'-10" 16.5 L -1-26 —34 Q ' 1R/IS = OOM #2 UJ.I.C. S�D� 9'-4" CLG _ � I I N L-- -----J _ 0 (D 1R/IS r---•-- =T IRIS U21 - - - - - -- W II ARCH HDR 8'-0" TO 8'-0" 10 15AT4 *2 13'-4" C G G 15 NOOK 3'-0" I'-0 -1 5 CLG. to TUB 40. 24 4'-II" 8'-6" '-6 1/2" '-3 1/2' n r . 11'-4" E —27 A G 2 G.T. 42" A.F.E. AT WC 5EDROOM #3 O W� - _ _ - LA [ 9'-4" CLG — — — — — — — — — CIA - Dw- - - - - - - - TUB LED � 0 - fC ul_ C�2 KI T C�4EN 5 - TI31- LE�—PT 1 V-011 O a -a" 2'-0 1/2" 9 A 5 5 11.311 5E D IROOM #4 _ 9'-4" CLG b' 2 --J �W 8'-011 TO 8'-8" UT f I 10 ARCH HEADER _� +- �D o DINING RM. ��`��' ,�,� '-4" CLG cLG 5 �Q�O I rr II' -a 5/a" 4'-0" 2'-10" 4'-2 1/2" '-lo 4 I/2�� I1'-0" O_ _ ¢APT. WN 40.2 p LT E27 nLA�HUJ�/8"DIA. WD. COL. R48E ``� ATTIC U - ARCH a 8'-0" A.F.F. w ,I,(2) 2X4 S - GARAGE FOYER m 12"x1"x36" 9'-4" CLG COL BASE TYP 20.0 20 -0 1 25 �2� 16.5 02 cv = -34 - LINE OF GARAGE DOOR IN OPEN POSITION - LIVING RM. - j 9'-4" GLG — TR� 13 —a" CLG - - 0 m O 20.1 — . F;� +25 33 � Q 16.5 L +26 —34 — b- 28.8 G +25 —32 3'- All 31_411 ri 20.1_— D- -33 1Y 1 p2 4'_2" 2_all FLOOR PLAN (2 5ATN PLAN) 120 MPH WIND RATED 112 O 2 +22 21'-4" O Q B 16.5 �t B +26 —28 (i) 76.5 B +26 —28 6, 4 � 14 imr-MET164i 4� 1. ALL EXTERIOR WALL SHALL ASSUMED TO BE LOAD BEARING, SEE FLOOR PLAN AND FOUNDATION PLAN FOR C.M.U. WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL CURRENT ROUGH OPENING INFORMATION WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SHEDULES ON PLANS. 3. CABINET MANUFACTURER SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN ON PLANS. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 2405.2.1 OF THE FLORIDA BUILDING CODE 2001 EDITION. 6. ALL GARAGE/OVER HEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRSSURE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. 1. MOISTURE BARRIER: ALL EXTERIOR WALLS TO HAVE APPROVED MOISTURE BARRIER NOT LESS THAN NO. 15 FELT, KRAFT WATER PROOF COVERING, TYVEK (OR EQ.), OR PAPER BACKED MTL LATH FOR STUCCO. APPLY WITH A MINIMUM OF 6" VERTICAL LAP (UPPER LEVER OVER LOWER LEVEL) AT VERTICAL JOINTS. FASTEN PER MAN. SPECS. LEGEND INDICATES 5x&x16 (NOM.) G.M.U. (EXTERIOR LOAD BEARING ). 12'-0" TOP OF CMU INDICATES Sx8xl6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING ). 10'-0" TOP OF CMU INDICATES 8x5xi6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING ). V-4" TOP OF CMU INDICATES Sx8xl6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING ). V-0" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR TRUSS BEARING 2x4 WOOD STUDS v 16" O.G. U.N.O. INDICATES 25 GA. MTL. STUDS 24" O.C. MAX. (NON LOAD BEARING INTERIOR PARTITIONS ONLY.) (U.N.O.) INDICATES FILLED CELL WITH (U VERTICAL "5 GROUTED SOLID, (U.N.O.) BAR TO BE CONT. BOND COURSE TO FOOTING, REFER TO COVER SHEET FOR SPLICE AND BEND REQ. '2hvw-K r-M LVOU TI 1/2" TYPE GYPSUM 50AI 81-IOW SCHEDULEL- CID 2 DOOR rn ryD WIDTH HEIGHT TI-K COMMENTS I 3'-0" 6'-8" 1 3/4" 6 PANEL MTL ENTRY W/12"' TEMP. SIDELITE W ~ 2 16'-0" 1'-0" OVERHEAD GARAGE DOOR 120 MPH RATED 0 o a W In p � w 0 2 to ryD a) 3 2 -8II I 6 -8 13/4�� EXTERIOR MTL. DR(OPT) 4 8'-0" 8'-0" 1 1/2" DOUBLE SLIDING GLASS DOO 5 2'-S" 6'-8" 20 MIN, FIRE RATED DOOR 6 2'-8" 6'-8" 1 1/2" H.C. INTERIOR 1 2'-6" 6'-8" 1 1/2" H.G. INTERIOR 8 2'-0" 6'-8" 11/2" H.C. INTERIOR w 9 (2)2'-0" 6'-8" 1" NOM. H.C. INTERIOR N < p h Q 10 5'-0" 6'-8" 1" NOM. BI-FOLD II 4'-0" _g I.. NOM. 1" BI-FOLD to 0 Cd W Gi •� a 12 2'-0" 6'-8" 11/2" BI-FOLD 13 6'-0" 8'-0" 11121, DOUBLE SLIDING GLASS DOO i +� 14 (2) V-0" 8'-0" 1 1/2" DBL. FRENCH DOORSo U o 15 2'-8" 6'-8" 11/2" H.C. INTERIOR zp p aop pq w O WINDOW SCHEDULE mW TYPE LIGHTS GLASS HD. HGT. BUCK DIMENSION A C-24 SEE ELEV. CLEAR 5'-0" 31 1/4"x 50 5/8" ww acn '-' W m to B C-25 SEE ELEV. CLEAR 8'-0" 31 3/4"x 63" G C-26 SEE ELEV. CLEAR S'-0" 31 3/4"x 16 3/4" D C-26 SEE ELEV. CLEAR 8'-0" 31 3/4"x 16 3/4" H.C. T Wc w- 31 ROBERT M. MONTA, P.E E (2)C-26 SEE ELEV. CLEAR 8'-0" 15 1/2"x 16 3/4" CLEA ' " 11 II F C-36 SEE ELEY. R 8 -0 54 x 16 3/4 }W U G C-36 SEE ELEV. TEMP. 8'-0' 54" x16 3/4" H.C.TOP ��. H F.G. SEE ELEV. CLEAR 8'-0" 96"x 24" W/ BOWTOP =W Va J TRANS. FIXED CLEAR 8'-4" 5,Vx 16" x� K C��-25 SEE ELEV. o�cu� 8'-0" 31 3/4"x 63" L OUIN ER O EMP oB3cuR� 8'-0" 31 3/4"x 63" oom w U xz (Lpd xp ow 0 W� WINDOW TYPE DENOTES OPENING SURFACE A +PSF AREA AND DESIGN PRESSURES �0 -PSF (PSF) TYP. 04 W2 oA A zo O W�a i oEI oa t �� Na w� =A z 211 LEDGE IN SHOWER Wcv E- LINEAR N FT CALIC. w� 2 MAIN HOUSE 232'-8" LINEAR FT. OF V-4" 5LOCK LIVING AREA 2123 5Q. FT. 0 mw PATIO 22'-4" LINEAR FT. OF V-4" 5LOCK LANAI 115 SQ. FT. _u �w m TOTAL 255'-0" LINEAR FT. OF V-4" 5LOCK GARAGE 480 5Q. FT. om UW ENTRY 30 5Q. FT. W9 TOTAL AREA 2140 SQ. FT. WH W� U) U zE• ui w Q U O to N Q 0 z Q z 0 2 D Q w m N O O N XV 0 &" SCORE 4" STUCCO —� PROJ. 1/2"'W45' _ Q) N 12 0 FRONT ELEVATION 1/411-111-011 LEFT ELEVATION 1 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. w OIL BRG. NGT. BRGx. HGT. CURVE TEXTURED CEMNTITIUOS FINISH 0' - 0" FIN. FLR. 12 \ \ \ SHINGLES g'-4" le _� BRG. HGT. I TEXTURED GEMNTITIUOS FINISH r -- I I gym'-�� SHINGLES 9'-4° BRGx. HGT. TE, CE Fll 0' . FIN 12 (o <TURED 1NTITIUOS ISH Oil '' FIXED GLASS co TEMF OBSCURE L RlCzHT ELEVATION N REAR ELEVATION OFF RIDGE ROOF VENTS SHINGLES BRCa. HCxT. V-4" BRG. HGT. TEXTURED CEMNTITIUOS FINISH cp EGRESS EGRESS OKEYSTONE DTL. 12 6 EGRESS TEMP. OBSCURE L- co cat rQ o -�t" w W c� O U CE (L 44 c� a F- Z� W z to H Q W Q i CIS z c �; N I U � U Z'� � a Ocn cq U� p �< OP w~ W~ -4" c a I( ROBERT M. MONTA, P E I }W WV xcn .n H 2rz+ U� 3� ON w wlv)� O� � z Opa iy-A Ow w—' �o ON JW aA zo au oz w5 PG OA tn� 0 zo ,,,a w44 i U O pa V)a CD =A O z U c jo w c\z r-I �Q FjF.'FQji 3: , ocn Fxx w =O F-E O �W z ocn _w }A a.cn 0" OW w W >u X= D Ww LUTE Wco x U ZE-4 vi w Y) Q o U � N a z a o z 0 co O w m 0co a H x U 13C u L-c 00 a pi W a z z w z U O �,4 PZ-, Q Q Obo w N vi 0 A w a W cn U U � O Nu ZA Ou) r� n2 < H (p °A Ow nxF2, ,w XY C, x a Wco wo ROBERT M. MONTA, P.E 3� i >. W wU F- F- oWa �a om A OU irz Do a� wA OW _o ON J (x� QA zo 6U Fx oz 0-4 wc� PG DA w o z O U� Oh °W LLJ Naw, �{ C9 W� =A z 1 �J4 A No W N -i F- =E-H O� EH W w 1� =o F-El O aS W z 2w �A n.t/] o" UW w wig NH w� ZF+ F- Z O M D a w m JL O L- cc mot+ -t 81 L,- L- I cr�ro o� 00 w c� a PLd o W c� ..� H Z� W a� V E4 Qw Qdw� O W �y U) 0 O � � � 0 _ � U o � O� C H p pA O PP arx pU to w a a WO ROBERT M. MONTA, P.E }W WU ul - 2GT+ U� 3;° 0�A OW W "I �O O ON Jw QA Zo au Fxc Oz W� H� pq OA V)" ~o O W Z,,a iP, Do U O pP4 V)aW, Cfl w� 2A z i �o cQ W C,2 �pppppp H =E-H (9cn E-E .r W =O O a�S W Z I� v� 2W }A atn UW W� �U W� (nH W� (3m ZH 2 (9 } a O U � ro� 4 41S I�4TI' LINTEL SCHEDULE LINTEL N0, HORIZ, LENGTH TYPE COMMENTS L 1 9'-4' 8F16-iBAT L 2 4'-6' 8F16-1BAT L 3 14'-B' 8F16-1B/1T L 4 5'-10' 8F16-1B/1T L 5 4'-0' 8F16-1B/1T L 6 4'-01 8F16-iBAT L 7 17'-4' 8F36-iB/iT PRESTRESSED L 8 5'-10' 8F8-iB/1T L 9 7'-6' 8F16-iB/1T DU 6'-8' 8RF6-lB/lT DL2 4'-4' 8RF14-1B/1T DO 7'-6' 8RF14-1B/1T GRAVITY LENGTH TYPE 8 U8 BF8-OB 8F12-0B 8F16-OB F20-0 F24-0 F28-0 F32-OB 8F8-1B 8F12-1B 8F16-0 8F20-1B F24-1B F28-1B F32-1B 2'-10'(34') PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6' (42') PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0' (48') PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4 -6 (54 )PRECAST 1651 1787 1913 2657 3403 4149 4996 5644 2170 4027 6039 7526 9004 10472 9668 5'-4' (64') PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10'(70') PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6' (78') PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'-6' (90') PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4' (112')PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6'(126') PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4'(136') PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-O'(144') PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4Y160') PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0'(168') PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8' (176') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4' <184') PRESTRESSED N.R. NR NR NR NR NR I NR NR 420 695 1250 1855 2370 1 2890 3410 17'-4'<208')PRESTRESSED N,R, NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232')PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4'<256')PRESTRESSED N R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-O'<264')PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-O'(288')PRESTRESSED N,R, NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 *wr4m" UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T F24-1T 8F28-1 F32-1T 8U8 8F8 8F8-2T 8F12-2 F16-2T F20-2 F24-2 F28-2 F32-2 2'-10'(34') PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021190 2727 2784 3981 5 6407 7630 8857 3'-6' (42') PRECAST 2165 2289 3260 4237 5219 6204 719E 1257 1257 2165 1 2215 3165 1 4125 5091 6061 7036 4'-0' (48') PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4' (64') PRECAST 1393* 1484 2110 2741 3375 1 4010 4648 505 505 1393 1437 2050 2670 3293 3920 5'-10'(70') PRECAST 1272m 1357 1930 2505 3084 3665 418 418 1272 1315 1875 2441 3010 3583 6'-6' <78') PRECAST 1141 1200 1733 2250 2769 3290 P73 707 887 1141 1182 1684 2192 2703 3216 7'-G' (90') PRECAST 959)K 912 1475 1914 2354 2797 591 657 990 1029 1466 1907 2351 2797 3245 9 -4 (112 )PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6'(126') PRECAST 7161( 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4'(136') PRECAST 666)K 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0'(144') PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4Y160') PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0'(168') PRECAST 458M 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8'(176')PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 174E 15'-4'C184')PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4'C208')PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4'(232')PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4'<256')PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-O'(264')PRESTRESSED 140 180 269 343 419 493 568 N.R. 161 137 205 322 457 607 771 947 24'-O'<288')PRESTRESSED 127 165 244 312 380 447 515 N.R. :135 124 186 290 408 538 680 833 �Mw GRAVITY LENGTH TYPE 8RU6 8RF6-0B 8RF10-0B BRF14-0 BRF18-0 RF22-0 RF26-0 ORF30-0 776-0 8RF10-1B 8RF14-1 8RF18-1B 8RF22-L RF26-1 8RF30-1 4'-4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6' <54') PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8' (68') PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10'<70') PRECAST 735 779 1500 1449 1924 2400 2876 335E 1103 2051 3811 6472 6516 5450 6411 6'-8' <80') PRECAST 822 907 1677 2933 2576 3223 387E 4522 907 1 777 2933 4100 6730 8177 6707 7'-6' (90') PRECAST 665 761 1377 2252 1959 2451 2944 3439 764 1377 2329 3609 549E 6624 5132 9'-8' (116')PRECAST 371 420 834 1253 1071 134E 1614 1886 535 928 1497 2179 2618 3595 2875 �mw UPLIFT LATERAL LENGTH TYPE 8RF6-1T 8RF10-IT 8RF14-1 8RF18-1T RF22-1 8RF26-1 8RF30-1 8RU6 8RF6 8RF6-2T 8RF10-2 8RF14-2 8RFI8-2 RF22-2 R F26-218RF30-21 4'-4' <52') PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6' <54') PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8' (68') PRECAST 920 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10'(70') PRECAST 896m 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8' (80') PRECAST 882 1513 204E 2573 3107 364E 830 1100 956 1468 1987 2509 3035 3563 7'-6' (90') PRECAST 697 1325 1810 2280 2753 3227 710 941 1533m 849 1302 1762 2225 2690 3157 9'-8' (116')PRECAST 433 808 1123 1413 1704 1995516 614 527 1009 1369 1728 _088 2450 Q. � II 0 co cry F- 4 00 O O FW- �w O a �{Y� W cal Q ..� F- z W C/) N 2 O Z U H ;-I w Q Q o W � U7 0: A -4 O W U) a O cn U' n N O U O co Z5 Om C') r\ 1- U� OP W 0:W Ld OR pU to W a 0=cn Q W a� 4 a_ Wco ROBERT M. MONTA, P.E 31` wu cn F- 2�+ U� ON F0z LL � x E- z� Ez A 0 ,wZo OU u o 0.i. � Z F� E4 E. 00 ZW�L� OWM a UPt 1--1 D!A OPQ W -4 0 . O UlCQ JW _ZO UU Fx0 OZ W9 H� Pq OA z tna HD Za W f� i C� OR U O oa V,a Cfl W� =A Z pq cy-) w� c—I it F- =EH Ucn iix W 20 F"E O �S W H z 2� oul }A a� O Uw Ld W >C-) 0:�:) 1,1 pg V)E.., wrj) 0: U ZE+ (14 w O O 41 Q U O•O -v ro m R3 H 2 _U } a O 1/2" GYP. BD. ON 2x4'S 1/2" G.W.B. OVER VAPOR a 16" O.G. PRE-ENGINEERED WE) TRUSS, 24" O.C. BARRIER W/ R-3 INSUL. TEXT. FINISH ON 1/Iro" • 12 R-30 INSULATION BETWEEN 3/4" P.T. VERTICAL OR 15/32" O.S.B. . FURRING a 24" O.C. 8" CMU BLOCK 2x BRG. EXT. WALL � �; (TYP) (o HURRICANE ANCHOR At EACH TRU5S 31/2" CONC. 5LA5(2500P.5.1.) �lvz" J-BOLTS 6" FROM REFER TO ROOF PLAN • ,:r.. •.' .... -_ ,'fit._ cp -I== 3-1/2" GONG. SLA5(2500P.6.1, _ �' W/6x6 10/10 W.W.M. OR (1) S FROM FTG. TO W/6x6 10/10 W.W.M. OR EA. END OF WALL II FIBER REINF. CONC, SPACE a 32 O.C. �_. •,.,.• ; � - - _ - '. \ IC TO FIBER REINF. GONG- TIE BEAM SPLICE (6" MIN. EMBED) ON 6 MIL. VAPOR =1 I i I IvI) I� I-) I`� I�) i�-i4 A r r �r _ _ _ , SHINGLES ON ON MIL. VAPOR ,t = BE MIN. 30 GROUT ;.I1: CELL 50LID BARRIER PT BOT. PLT. �_► I I'_ �'=-� I i-� i_=I I_I I - -- - - - - - =\` =III" _ _ _ _ � --1 I (- I = ! -_ 1 -4 „ (APPLIED ACCORDING TO MANUF. SPEC) 15" ROOF FELT ON ROOF BARRIER z I L-((� -i- - .; : ; - _- _- n� SHEATHING ON ROOF TRUSSES, r " _ : = 0 I� I I -I ;i /I �I, i�, _ ELEVATION VARIES -III-1 I IjI CI I !=1 I I= �R_Apl= 4 =I 11- I I ICI I LEI I I -III - GRADE A/C CHASE ICI m. -'m • ° ^ ,q I I= , : •--: Ii III i _ TOP OF MASONRY '-1 _ _ I _ • __ I I.I II T - �I� CLEAN II-:_1 I !-1 I I� :'�.' -III=III= I I l-1z = -III-11 i�l I ICI 11ir- '' - =_: -- _ = GLEAN 1 I 4 PVC SLEEVE _ �.'•.•.�_ II :I -I I�-__� THRU STEM WALL �I I f=III-'�I I =I I " - A/G CHASE_•;II 4" PVG SLEEVE -_'+ ' I �I i I ��..�'� ��=-_•• -� _ I/2 DRY WALL ALUM. DRIP EDGE COMPACTED FILL I 1-� II 1=I I ? _: �: � I� I (- =) � I —I I I� I I I- 0 _ II = _�= - `�' a 95% STANDARD (A DENSITY AND_� TERMITE TREATED I ,,' ` ., °�i I I= I _ 1 I (. 61 COMPACTED FILL I; i 1 I--11 I - .: ' :' _ i I -1 I I-�: = it I i I— I a 95% STANDARD I I-� =I :.. a I I = .r.,'.•'°,4 ' _-- DENSITY AND I" A� i I I- -61 TERMITE TREATED I =1 ' I -4 _ _ THRU STEM WALL (I I =) I11�=4 I - I - �� I- I 1x2 PT NAILER I 2x6 RS.C. FASCIA 1 VENTED ALUM. SOFFIT -`I I, ; ,I i1 -� I; ,' I 411 G TYP. SINGLE TIE -BEAM 8"xl6" CONC. FTG. S"x16" CONIC. FTG. - - W/ (1) 05 CONT. GROUT WHERE 2ND STORY OCCURS W/ (2) 05'5 CONT. WHERE 2ND STORY OCCURS W/ (2) S'S CONT. WHERE 2ND STORY OCCURS WHERE 2ND 5TORY OCCURS - I = SOLID ' FTG SHALL BE 10" x 20" ON CHAIRS. FTC SHALL BE 10" x 20" ON CHAIRS. FTC SHALL BE 10" x 20" FTG SHALL BE 10" x 20" WKB)05 15AR WK3)'5 BAR W/(3)05 BAR WK31'S BAR 1/2" DRYWALL PRECAST LINTEL PER PLAN UJ1 STEM WALL W1 STEM WALL W1 3/�"=1'-fi�# 0WOOD STEM WALL A/C CHASE STEM WALL A/C CHASE `� C" IU 5LOCK FRAME C„IU 5LOCK 3/4'1=11_0II WOOD FRAME 3/4"=1'-0" 4 / ALUM. FRAMED WINDOW } W/ SCREEN FILLED CELL MARBLE STOOL W/ 1" 5 TIED ❑ CONT. ROD ->-I'_T PRECAST GONG SILL lx2 PT FUR STRIP WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, IN FOOTER CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF I I 1/2" GYP. BP. EA. SIDE OF 2x'S 'a 16" O-C. AT I(o" O.C. 5xSx16 GONG BLOCK — I SLAB SLOPES AT CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. AND MONTH CONSULTING AND DESIGN, INC.(MCD) ARE Not RESPONSIBLE FOR ANY MISINTERPRETATIONS, I NON -LOAD GARAGE INSULATION ON VERT REINF. BEYOND PER FT. AWAY FROM HOUSE ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. OR MCD PRIOR TO CONSTRUCTION. NO BRCS. WALL INTERIOR OF BLOCK WA _ - EXTERIOR FINISN (SEE ELEVATIONS) EXCEPTIONS. (M2 II II - III - 4" GONG. SLAB INTERIOR w C�ARA�I= I !=R R 6"BkMBED) �IIO.G• 1/4" I INTERIOR 113 FROM EA. ENID II- I lx4 Pt BASE NAILE Q PT �> TOP4BOTSTUD 4 SOT. PLT. _ II I WOOD BAS �'i FIN. GRADE III I 4 '. .'`,�� _ _ a• a. m• A f----I 11.•^—•i I (._,-.-•_ "• _ r •., ,w +,�-:'J��., r; _- _ q J, y �✓, •r wda --i I (—^--I I I' �'•'t I I I MAIN FLOOR `, ELEY V-0II � Cp° I 41 a °° — — —1 (I- --III` I (-_�:�:' ^ `: '+°r' 'A:' (I_�I (I- ,1' .. r a'� '�. �I —I I I=i .; �'•4 �• ,:'__III=III s.' .— I C.M.U. FOUNDATION _i_-I 'I. =) -=1 ='I 11= �I I ICI "I •'�• III I -- =-� — •— '• I I 1=1 I I —�1=1(� _ • °• - 11== _I 11= 111_-� =i _i I I---� 1—e ;I' "�' (3) «5's CONT W/ a MIN. CLEAR —I —I 11- 111-I I I —I I —III— II —i 11=1r'i---' :I I I-1 I I —I 11—I 11—I 11= W I' � 1 I- ' 1-1 (I--III-III- — _ _ NO REINFORCEMENT REQUIRED . , � I—, I , �.. 2-"5 CONT. - � 24" X 24" X12" d GONG -A24 o <A FOOTER W/3 "5 ROD EACH WAY _ I I I, i i11� 1= I � 1=,=, (I 111, I i I� i. I I.I I III _I CLEAN COMPACTED CLEAN, COMP., TERMITE VI POISON TREATED FILL TREATED FILL 5 COLUMN I=OOT�fi� D�T,�IL,- � NOT USED � OFFSET' FOOTING 8 OFFSET FOOTING EARINC-� WALL SECTION W1 I� 3/4 1 m NON 5EARINC� 3/� =I -� {.: 3/a"=I'-,a" CMU STEM WALL COMP. SHINGLES OVER 150 FELT ON 7/1ro" 0.5.5. MIN. PRE-ENGINEERED TRUSS a 24" 1/2" GYP. BD. EA. SIDE 1/2" GYP. BD. EA. 51DE O.C. W/ HURRICANE ANCHOR ON EA. 'TRUSS OF 2X'S a 16" O.C. OF 2x41S a 16," O.C. SP-4�EA. SCUD TOP450T. U.N.O. SP-4�EA. STUD 1i2 "X7" EXPANSION TOP4BOT. U.N-O. ANGHOR5e32" O.G. 112 "X-1" EXPANSION_ -,Pt SOT. PLT, PT. SOT. PLT. ANCHOR5032" O-C. :+ a•d of �:.� r. .a, ,G „A ••q•s 'I,�d ,., 1. jq J..•�.i', 4 S: :. •" a•A 0, �X .•J'. .••s•,�' �.,'. (SErELEvAdk _ _ aI I11=1 I 1=1 11=;! I I ':;' III �I 11- _I fT-1T1- T • ; :i.' : ',: ':`_ n$,- :: R-30 GATT INSULATION •t . _ a- `-:III. I Imo. ''' ' t -_ � = —III I I'1~=1 I�P—=I � I==•I I —'I , 3•' �! '�•�I I �— I- _ _ ";°.�.••,,•:.i' I/2" CaYP. BOARD (2) #5'5 CONT. _ _ W/ 3" MIN. CLEAR (3) S✓ S CONT, FILLED LINTEL BLOCK W/ Iwo 8" 8" W/ 3" MIN. CLEAR IV 10 10" CONT- HORIZ. W/ 30" SPLICE MIN. REFER TO CASTCRETE SPECS FOR LINTEL REQUIREMENTS g INTERIOR 5EARING INTERIOR TWO _ II 19 TYP. SECTION - OPENING 1-011 3/411 RECESS 05 4, ROD IN FILLED CELL F__AS ,a)SLIDING PER MFG. PER FLOOR PLAN SPEC' GLASS DR. S'I TIED TO CONT. ROD IN WALL BEYOND FOOTER 4 LINTEL ROD ABOVE 31i2" CONC. SLAB W/ FIBERMESH (OR W/6x6 10/10) SLOPE -_ -_ 31i2" CONC. SLAk3 W/ FIBERMESH FINISH GRADE_ (OR W/iox6 ID/ID) OVER (oM VISQ- _ - OVER 6M VISQ. _ _ 3-1/2" GONG. SLAB 4 GRADE 5IpINLA55 -I . .. •� —� — — •-- ;,_;� ap.• ' �I �I�1NI��-i�I—I�II..I1 I � I I � ' "� - - IL= I I I —III- =1 I � � � ,III-- '11�=1I 1' II 41/2 CASIN a I ICI I I_ a ' ,;.I�I.,I��;-III ._ �-� • _I (_ _III —III-1I Sx8 THICKENED " x S" THICKENED ALUMINUM THRESNOL SLOPE _ - ~II 02 " I� EDGE W/ I -*�✓ SLAB W/ (1) CONT- I RECESS 3-I/2 CONIC. SLAB(2500P.S.1. 3/4 CONT. W/�oxco 10/10 W.W.M. OR ----------- SLOPE 1/4 FIBER REINF. CONIC. _ PER F OT all X 16" CONIC, DRIVEWAY SLAB ON 6 MIL. VAPOR - = EXP JOINT FOOTER W/ 2 CLEAN, coMP., BARRIER - ROD CONT. 3" MIN. COVERAGE FILL E TREATED PER MFG k SPECS. WHERE 2ND STORY OCCURS THICKENED EDGE I� Ti-IICKENE� EDGE 3/4"=1'-0" EXTERIOR DOOR 15 NITS FTG: SHALL BE GARAGE CUR5 3J"5 BAR 13 3/�"=1'-,a" a0 GARAGE DOOR POURED SILLS Ig II DETAIL 3/4II_ -11_ o L I I 00 W U a (A P4 Q � � w to w z U �4 Fn Q 0 o N aw a� a� co 0cn cat U� A �W O� U �e w� zi a�W a wa wo ROBERT M. MONTA, P.E 31 }ucn �41 w Uwn��aw F�1 w Z _ r ora F'i cza W A W.� oU - pox a FH v;Ea Do Z WL-� a SUN ow w' 4 Ho V)� QA zo a F(b 04 W5 xt as OA NP4 ~0 z0 ,,a w�, iWW Ux OE-4 10WA Ld �- 2 0� z C''J A W =F, O rn a� w =o t-E, 0 z ip" Du) _w aA } a� 0 Ow tn94 >u ��D Wa wF, WU) �U�yy zE w r`- Q U 0 w w 4 p � d O (1) b w F- x 0 } a 0 U )I ; DBL TOP PLT. URRICANE CLIPS OR —TRU55 TRU5S ANCHORS - SEE ABOVE ANCHOR SCHEDULE DBL. TOP PLATE GYR. BOARD (4) Sdx2" MIN. TOE NAILS EDGE BLOCKING EA. JOIST TO TOP PLT. NAIL RIM BOARD 6" O.C. STRAP TOP PLATE, HEADER 2x4 STUDS a 16" O.G. SIMPSON SP1 OR SP4 LT5IAP8 MIN.UN.O.HER �/ CMU WALL (OR BETTER) 5YP OR 5PF\1 TOP PLATES TO STUD PER PLAN SPF STUD CONNECTION AT 16 " O.G. GYP. BOARD 2x DBL. TOP PLT, 2x STUDS e 16" O.C. PIRE-ENG. 2x STUDS #2 (OR BETTER) 5YP � FLOOR SYSTEM 2x4 P.T. PLATE PLYWOOD OR 0.5.5. Q 16" O.G. B D WEENSPAN BLOCKING EA. STUD FOR UPLIFT }IL M5TC-40 Y BOLT a 32" O.C. MID SPAN a EA. STUD BLOCKING ANCHOR BOLTS 7 C4) EQ. SPACED 2x PT BOT. PER PLAN ��2" GYP. BOARD tI-A � : : PLATE. 3/16"x 3 I/4" SIMPSON IMP50N 0 5P1 OR SP4 PT BOTTO TITENS w/ WASHERS, .*SHEAR WALLS TO BE �i2" GYPSUM 1�2" J BOLTS a32° 2x4 P.T. PLATE AND BOTTOM HURRICANE CLIPS a 16 O.C. PLATE 6" MAX FROM TOP WALL BOARD STAGGERED, BLOCK O.C. MAX 6 EMBED. 6" MAX FROM E.A. END 2" GYP. BD. ALL EDGES, STUDS a 16" O.C. No.6dh i� REFER TO FOUNDATION 1 4 SCREWS TYPE W OR S. FASTEN PLAN FOR FOOTING SIZE 4" O.G. PANEL EDGES AND FIELD.- AND LOCATION INT. LOAD EXT. FRAME WALL CONN. STRAP TOP PLATE, HEADER a SIMPSON OR SP4 CRIPPLES TOGETHER LU/ I I I I I I III 1-1/2" -' '� TO SL OCK WALLDETAIL TOP PLATES O STUD LTSA 12 MIN. U.N.O. 3 Sf"TAWLL DTL. 1/4"=1�-0"IN WALL - 1 -� u= �_ n CONNECTION AT 16 O.C. 1/2 1 m 2x4 STUDS O.C. KNEE WALL ON TOP 1 "2 (OR BETTER) 5YP OR 5PF OF Cj" IU WALL 1-1/2" = 1' -0 MID SPAN BLOCKING BETWEEN EA. STUD (I� IN TIE BEAM — — — — — — — — ANCHOR BOLTS PER PLAN '�2" GYP BOARD � ALL LAPS 48 BAR DIAMETER MIN. po �— BAR IN PRECAST LINTEL I I I (2�'s VERTICAL IMPSON 5P1 OR 5P4 NOTES: NOM, 8" KNOCK -OUT Opm 11 CONT. IN TIE INGROUTFILLED RUNNING BAR BLOCK �� BEAM COARSE HURRICANE CLIPS 16" D.C. WINDOW AND DOOR ASSEMBLIES TO CONFORM I (1)#5 VERTICAL IN LL 2x4 P.T. PLATE TO FBC 2001 CHAPTER 11 SECTION 1-101.4 GROUT FILLED CELL ALL CONNECTIONS BY OTHERS SHALL BE DOWEL LAPPED ° PROVIDE HANGERS t0 HOLD rfhREFER TO FOUNDATION CAPABLE OF RE515TING THE DESIGNATEp WITH WALL REINF. GROUT TIE BEAM BAR IN PLACE DURING POUR, COARSE SOLID ° PLAN FOR FOOTING 51ZE WIND FORCES SHOWN ON 5HT. 2 (FLOOR PLAN). I SPAN TO MAN. SPECS. G REQUIREMENTSOR AND LOCATION 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND e _ o NOM. 8" CMU INTERIOR FACE OF WINDOW, FASTEN �� BUCK TO MASONRY W/1/4"X3" TAPCONS — — PROVIDE SCREEN WHEN 6" FROM EDGES AND 16" O.G. MAX. BLOCK BELOW IS NOT +'5 CORNER BAR REQUIRED TO BE FILLED a. BUCKS LESS THAN 2X TO BE FASTENED o W/GUT NAILS OR EQUIVALENT, STRUCTURALZ GROUTED CELL -}- CONNECTION OF WINDOW t0 STRUCTURE NOTE: ALL HOOKS AND SPLICES TO BE INT. . LOAD WALL WALL/ BY OTHERS IN THIS CASE. CONSTRUCTED AND SIZED PER NOTES 1 Z STOi��I' UJAL L ,�e5V p-}- NOTE: TIE BEAM COURSE MAY BE USED ILO of KNOCK -OUT ca) TYP. CORNER VE I� I BLOCK TO ELIMINATE USE OF HANGERS, 2" COVER MUST REMAIN WALL REINFORCING NT5 12 TIE 5EAM DTL. 11%"=1'-, " 1� RE5AR DETAIL NTs I' 1 j i. I 2x4 STUDS a 16" O.G. 2x4 STUDS a 16" O.C. 02 (OR BETTER) 5YP OR 5PF #2 (OR BETTER) 5YP OR 5PF LTS-16 " GYP. BDARD �i2" GYP. BOARD w PRE -ENG. PRE -ENG. FLOOR SYSTEM FLOOR SYSTEM W o MSTC-40 EA. STUD u ■ TIE -BEAM- - NRAG Pt 2x4 NAILER 2x4 ELKS. EXT. SHEATHING PER PLAN PRECAST SILL `n 1U 2 X 6 X 12 P.T. OF OPENING CENTER BUCK I I I" EDCxE� 1 1/2" EDGE-) 2 1/2" EDGE-) o � � I ( 3/8" DIA. ANCHOR Q-t 2 X 4 P.T. TOP BUCK COMMON — X fa X uZi w z o 2 X 6 P.T. BUCK EACH N \ c., 1 1/2" �, I/2 N 1/4 !U SIDE OF OPENING 10dX3,," COMMO 3/8" DIA. J-BOLT W/ 5-I/2" EMBEDMENT 10dX3" COMMON COMMON z X Xv � FASTEN SYP OR SPF = •FAT EACH DOOR BRACKET, EACH SIDE OF SIDE U Z 2X6 (MIN. WIDTH) PLATE O DOOR. PROVIDE I-1/2" X 3/16" THICK z -4 THRU 1/16" O.S.B. SHEATHI WASHER W/ EACH ANCHOR. U (L TO PRE-ENGINEERED TRUSS w IBELOW WITH E%"x�4l/2" SIMPSON NOTE: 10dX3" co SDS SCREWS 2X6 PLATE TO THIS DETAIL DEPICTS A ° COMMON TOP CHORD OF EA. TRUSS BELOW TYPICAL VALLEY 4 X OFF. SIDE CONDITION AND IS NOt BUCK SPECIFIED BY FASTEN CONVENTIONAL 2X VALLE SPECIFIC WITH REGARD = to U O� Uv� O oW W oU W� a. Wco 3 d+ d� I I �ro 00 V�� U L P4 W O z w � 4--J Q Q 0 F4 a � w a r � _ � o � nt Q ' � to ROBERT M. MONTA, P.E 0 E~ WINDOW/DOOR RAFTER FRAMINGx (OR PIE -ENGINEERED TO SIZE OF FRAMING �A MANUFACTURER START BOLTS AFTER (2)2X4's (2)2X6's (2)2X8's VALLEY TRUSSES) TO 2X PLATE WITH MEMBERS a� o Narl=: ARCHLE5S WINDOWS SIMILAR GARAGE CURB a_cn -�• SIMPSON H2S CONNECTORS (5-8d NAILS)00-4 ' FOOTING TIE 13 2X 5U I L I - U� STUD AT EACH RAFTER TO PLATE CONNECTION Ua !� NT5 g 5UCK DETAIL NT5 1/2"=1'-0"D TAIL CO UMN DETAILS >Q 2 G'P. B.2 GYP. BD. 1� TYF. VALLEY CONNECTION NT5 �H J w(n co U z STRAP TOP PLATE, HEADER a STRAP TOP PLATE, HEADER w4" BACKSPLASH ZF' CRIPPLES TOGETHER W/ CRIPPLES TOGETHER W/ SIMPSON SPl OR SP4 SIMPSON SPl OR SP4 LTSA 12 MIN. U.N.O. LTSA 12 MIN. U.N.O. w m TOP PLACES t0 STUD TOPLATES TO STUD OUNTERTOP CONNECTION AT 1 " 51/2 Q a CONNECTION AT 1(0 O.C. O.C. w EXTE D TO ? 2x4 STUDS a 16" O.C. 2x4 STUDS a 16" O.G. PAST BASE O > o 15 BAR CONT. 1/Iro" O.S.B. t� °) w 02 (OR BETTER) SYP OR SPF '2 (OR BETTER) 5YP OR 5PF 2x8'sQI2" O.C. a MID SPAN BLOCKING MID SPAN BLOCKING TIE -BEAM - 4" MTL. STUDS a 16" a O.C. z BETWEEN EA. STUD BETWEEN EA. StU - — — - — - — - — - - — BUILDING WRAP Q o of MSTAM-24 EA. SIpE 1/2" M.R GYP. BD. I F CQ C w RECESSE OF EA. STUD TO z IPREGAST CEMENTITUOUS FINISH I HEADER TIE BEAM BELOW CERAMIC TILE _ I I j d' ANCHOR BOLTS IY GEMENTITUOUS WATERPROOF Q o I W ANCHOR BOLTS _ — _ — — _ 7�1I I cat cfl z PER PLAN%" GYP. BOARD PER PLAN ��2" GYP. BOARD HOLD O.S.B. BACK 3/16" FINISH STOP SEALANT I I m IMPSON SPl OR SP4 I FLASHING I I �? ° 2X8 PT BOT. PLT. o b o _SIMPSON SPl OR SP4 BASE CABINET N HURRICANE CLIPS a 16" O.C. HURRICANE CLIPS a 16 O.G. I I o 2x4 P.T. PLATE PT NAILER5 AS REQ'D. I I o a 2x4 P.T. PLATE I cv i2 J-BOLT W/SIMPSON w L(-3PS1i2 WASPERa32" O.G. TUB REFER TO FOUNDATION REFER TO FOUNDATIONA 8 CMU WALL MAX.(MIN, 7" EMBEDJ I E- PLAN FOR FOOTING SIZE PLAN FOR FOOTING SIZE �i2" GYP. BOARD I I O AND LOCATION POURED CELL W/1 "5 BAR a AND LOCATION BUCK SPECIFIED BY GEMENTITUOUS FINISH 0 WINDOW/DOOR CONT. FROM BEAM TO I I } MANUFACTURER FOOTING. 0 U z Eel 1g INT. LOAD 5RG. UJALL, 2 INT. LOAD 5RG. WALL, -1 COUNTER/TU 3 2 STORY, WALL ASV 2 STORY DOOR E3UCK DTL. NTS 1� 5TE1= DOWN TIE E3EA I NT5 1� UJ�LL Sfi LICE 1��T,�IL I,�"=11-0" *WALL DETAIL N O COMP. SHINGLES OVER 1511 FELT ON 7/Iro" O.S.B. MIN. PRE-ENGINEERED TRUSS @ 24" O.G. UJ/ HURRICANE ANCHOR ON EA. TRUSS NMI 11111 viihmal AML ssE ELP-VAi--'\ — R=30 BATT INSULATION — 1/2" GYP. BOARD FILLED LINTEL BLOCK UJ/ 205 CONT. HORIZ. UJ/ 30" SPLICE MIN, SLAB SLOPES AT Zia" PER FT. AWAY FROM HOUSE 4 CONC. SLAB FIN. GRADE - z 41° - 2X4 BLOCKINGaEA. OUTLOOKER (ROOF SHEATHING SPAN TO BE 2'-0" MAX.) END NAIL UJ/(2)Ir�d 2X4 OUTLOOKER '024" O.G. MAX. -i/I(" O.S.B., NAIL PER NAILING SCI NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER HIB-91 & TRUSS MAN. DRAWINGS CEILING GYP. BOARD IS NOT A DIAPHRAGM GA5LE ENDOVAULTED CEILING (SALLOON FRAMED WALL) WALL PLAN 2)I(d NAILS PLT. TO STUD TOP$BOTTOM(TYP.) END NAIL PLTS. TO STUD) SIMPSON 1-4-10(TYP.) 2X FACIA, END NAIL W/(2)lrod NAILS,@EA. OUTLOOKER HOLD WALL DOWN 31/2" FOR OUTLOOKERS 1/10" O.S.B., NAIL PER NAILING SCHEDULE 2X(o'6'�0Iro" O.G. W/FULL DEPTH BLOCKING 8'-0" O.C. MAX. 2X4 BLOGKINGtoEA. OUTLOOKER (ROOF SHEATHING SPAN TO BE 2'-0" MAX.) END NAIL W/(2)I6d 2X4 OUTLOOKERS NAILS EA. END '@24" O.G. MAX. I/V' O.S.B., NAIL V2'-0" MAX. PER NAILING SCHEDULE FND NAIL. OUTI_OOKER UJ/(2)IG.,d NAILS TO TRUSS DBL. 2X8 TOP PLT. — PRE-ENG. ROOF TRUSS 2XO'salro" O.G. (TYP.) I'-9" MAX. /2" GYP. BOARD CEILING NAILER AS REQ'D. 1/2" GYP. BOARD ON PT. FURRING (2)IGod NAILS PLT. TO STUD TOP4BOTTOM(TYP.) (END NAIL PLTS. TO STUD) SIMPSON H-10(TYP.) \ 2X FACIA, END NAIL UJ/(2)16d NAILS,wEA. OUTLOOKER m HOLD WALL DOWN 31/2" FOR OUTLOOKERS 1/1ro" O.S.B., NAIL PER NAILING SCHEDULE 1/2" J-BOLT UJ/SIMPSON LB1 S1/2 UJA51-IERe32" O.G. MAX. (MIN. 6" FMBED.) CMU WALL BELOW L5TA-24 lU/(ram )3/1(c, "XI -1/4" SIMPSON TITENS TO CMU (TYP. EA. STUDXEA. SIDE) REFER TO FLASHING DETAIL FOR FLASHING REQUIREMENTS NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER HIB-91 4 TRUSS MAN. DRAWINGS CEILING GYP. BOARD IS NOT A DIAPHRAGM GA5LE ENDOVAULTED CE IL ING(CMU WALL) 3/411=1'-oll 2x4 BLOCKS, (2) 16d NAILS e EA. END. BLOCK ADJACENT BAYS ,w €A. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO FLOCKS w/ad NAILS I'-�" M O.G. CONT. 2X4 --i Z(5)11124" X 24" X12" d CONC _ __24 " _ _ 2X4 S m 24 O.G. FOOTER W/3 "� 6d NAILS ROD EACH WAY _ APPROVED MOISTURE BARRIER BSI RAGE TO REFER PLANS FOR - NOT LESS THAN NO. 15 FELT BLOCKING EXACT SDE OF O.N. CLEAN, COMP., TERMITE OR KRAFT WATER PROOF COVERING TREATED FILL MIN. 2ro GA. GALV. STEEL PRE-ENGINEERED GABLE CONT, FLASHING END TRUSS `J E G I (O I `l T i—T RO 1�� H LANAI GABLE END SHEATHING FASTEN PER PLAN. 3��" = I' SHINGLES TO HAVE SELF -SEAL STRIPS OR BE INTERLOCKING AND CONFORM WITH ASTM D 255 OR A JTM D 34G 2 PROVIDE 2x4 BRACE TO SPLICE AS REQ'D. EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d UNDFRLAYMFNT TO CONFORM WITH NAILS. 5IMP50N A23�DEA. ASTM D 22ro, TYPE I, OR ASTM D 4869 1/4" NOS BRACE TO PLT. TYPE 1.- SHFATHING PER 1/2" J-BOLTS W/WASHERS(MIN. 0" PLAN EMBED) MIN. 6" FROM EA. END AND PROVIDE MIN. 2ro GA. p 32" O.G. MAX. GALV. STEEL DRIP EDGE GABLE BRACING z 4a" O.C. LSTA-12a24" O.G. BOT. OF PLT. TO / MAX. 45° FROM HORIZONTAL GABLE TRUSS, ATTACH STRAP TO PLT, BEAUTY SHINGLE GLUED ROOF PLAN (+/- 10°J BRACING NOT REQ.'D BEFORE PLT. IS INSTALLED W1 MASTIC OVER FLASHIN WITHIN 6'-0" CI EAVES -\\—TIF BFAM COURSE ... PT 2X8 PLT., CANT. FOR GLG. W/(I)#5 CONT. NAILING SURFACE CMU WALL PROVIDE 1ENE)d NAILS GABLE €NBELOW TRUSS TO PLT.a12" O.G. MAX. G1 IU WALL G45L E ENID W/FL AT CLG. NTs 2x4 BLOCKS, (2) 16d NAILS Q EA. END. FLOCK ADJACENT BAYS tv FA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/3d NAILS n V_ 11 -- WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OM155ION5 OR CUSTOM CHANGES MI59ED AND NOT REPORTED TO 15EAUMONT 4 ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. NOTES: I. MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP (UPPER LEVER OVER LOUDER LEVEL) 4 0" LAP AT VERTICAL JOINTS FASTEN PER MAN. SPECS. 2. UNDERLAYM€NT APPLICATION - FOR SLOPES 4:12 AND ABOVE - MIN. I LAYER. START AT FAVF ( PARALLEL) PROVIDE MIN. 2" LAP W/ SUGGESSIV€ LAYERS. FASTFN PER MAN, SPECS. NOTE: ALL FASTI N) RS FOR UNDFRLAYMI=NT TO BE MIN, 12 GA.xIl/d" CORROSION RESISTANT ANNULAR RING SHANK OR COIL. ROOFING NAILS THROUGH 32 GA.xINa" DIAMETER TIN CAP. 3. SHINGLES = FASTENING - (4) NAILS FOR EVERY FULL SHINGLE, P FROM EA. EDGE a) 12" O.G., NAIL ROW TO BE LOCATED APPROX. Sr,/a" FROM LOUDER PORTION. ALL FASTENERS FOR SHINGLES TO BE MIN, 12 G,4.xl" CORROSION RESISTANT ROOFING NAILS W/ 3ja" HEAD. USE ROOFING CEMENT FOR MAN. SPECS. 4. DRIP EDGE - MIN. 2ro GA. GALV. STEEL AND OVERLAP A MIN, OF 2" DRIP EDGE TO EXTEND 1/4'' BELOW SHEATHING AT EAVES AND EXTEND BACK TO THE ROOF MIN. 2" DRIP EDGE TO BE FASTENED W/ MIN. 12 GA. CORROSION RESISTANT ANNULAR RING SHANK NAILS �@ 12" O.C. MAX. 5. FLASHING= MIN. 26 GA GALV. STEEL FASTENED PER MAN. SPECS. (.VALLEY LINING(GLOSED VALLEY) - PROVIDE (I)LAYER OF 3ro" WIDE ASTM D 1910 COMPLIANT UNDERLAI'MENT OSHINGLE / FL,45NING DEVIL 3 G45L E END OFL AT CEILING (5ALLOON FRAMED WALL) 2X4 OUTLOOKER5 Q 24" O.C, H-10 1� EA, TRUSS PROVIDE 2x4 BLOCKING ABV. GABLE TRUSS 0 EA OUTLOOKER. GABLE TRUSS HELP DOWN 31/2" FOR OUTLOOKERS. GABLE END SHEATHING FASTEN PER PLAN. SIMPSON HGA-10 e 4a" O.C. DBL. 2x4 TOP PLT. SIMPSON H=10 DIAGONAL TO TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. rV(.Q I I ryD ryD cfl cfl O O ct U am. GY W U) � D � Z w �(:Q � ,,) o q 4- J F ;-Aw Q Q ow �In o A 0 o V) a R+ w Q a> a� _ o U � � N V Z - O� H U� OA OW a. H w .W 00 Ld acl) Qom" w a- WCO 3 ROBERT M. MONTA, P.E I Q:F44 r --a z [4 F cz o OwW(� H � H�oz�F0 �� zFW Od Vpq4p �oxOU aZ F E4 Do o W n a-Rp �pl u N MA Ow O w'-' to (ncq QA ZO 5U O4 W5 Na z z0 0 Z,a w i pc4 U O wW ,ja., Ld 2A O Z 0 Cy-D ~o WcQ r� x Fl- 2H U0 Fx E-4 0�r w =o �-H O �w z 2� Uu) }A O�-4 UW N W >O a:�D wa tnH wU) X Coll ZCxi 0 Z 4 b O41 G F- 2 O o: } a. O U n �co cqC\l V C� of 00 w •V I � a� c� o 1"1 y w a G/1 W cZq al�� O +� Z w c� � O Z U ';-4 Q Q a A o w a o r-+ U O co fn' ZU �\- t � O� 7D H PuiW a WCO W� 3� i }W WV Im H� 2�+ UW I� as M A OU mz :10 a� mW0 W -4 QA ZO 6U Fx0 Oz P" wq IZ 0A ZO O a U� OE" Oa VPA )pq C� w� 7\ IA i. z Pw cY-D �o cQ wC 0E-4 �cn Em E-E xw W =O F-P O aSw z F-0 Iul C9 W wA } av2 W—' UW N� WE 4 w� Wa V) W� ZE-H H Z O M Q w m } a 0 U