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2446 Seminole Rd 2013 New Home Plans 11-10 II Doo M N M a .--� ON �t ' O O N M 00 �_ 5 HIGH CHAIN LINK FENCE- 186'-0" 0­4 �O W � �' A N 4 - 38'-8" - w � � N � OC INNIa �� m . ..> -,. ,...,....: . . .., . 4.'77 io 6 r W WN „ A W U . t� 26'-11" 4'-4" '-0 F 5'-� 3'-0" 42'-0' ���` � � ,.. � _ U � " 3410'-8 2 0 E 6 C) W ri h loll, 00 ., v1 -4- o + + + + + + + + -� � + + + + + + + + + + + + + + + " + + + + + + + + � + + +� . ti p 8 + + + t + + + + + + + -o TRASH + '-� a . . + + + + + + + + + + + + + + + + + + t ' a + + + + + + + �Ir-+ + + + 't�> K + + + + + + + + + + + + + WALK 1:1 ❑o0❑ +P RIS - _ +_ + '" °" - - - - - - - - � + + °° + r- - : i.w. gas.. ..:.,-..,, d E ON A + + + + M + +Z+ + + + / T + + + + + `' 1. � Nlr �-AREA + + r.;,„�� �,�.,._� f� PIPE LEADIN .hTf} R � ' � � + 1 -F + + +¢+ + + + I . . /// + + + + + + + + + + : :. I : . /// I I :POOL CD + + +• + + + + + ° /i + + + - Ar Ill, , DECKI N + + + + - + + + + + + + + R, _ QI - + + + , 0 5,_0” O 5'-0" 20'-0" 10'-8" Yr 1 AR _ ` ' + + + + + _ + + + ._ + u + + + + + + + + i — �> '11l + + + + +�+ + + + I V L + + + + + + A 8 4 r Alt'9 + + } } It V 1 + + + + + _+ + + + + + + + + + + + + + + + + 11+ + + + . -' ' + +� + + + + + + + + + + + + + + + + + + +: + + + + 0 N +�+ P I + + + + + + + + + + + + + t + + � 4z ,� 1 - 6# "+ OWN ENE + + + + + + + + + + + + a 00 ru + + + + I �D . + + + + +� N] f + + + + + + + + +NNG m +' + + + + + + + . - + + + + + + -. + + + + + + + t + C14 + + + � Mile U + &' + + + - as. O + + { HIGH GATE -C NCR ETE _ 0 + + + _f -" W LK4 + + + + + " + + + + + + + + + + + + + + + + + + + + + + + �-f + T + + + + + + + + o + + + + - o - 4'_0^ 17-10 " �Ii 20'-0" 42'-0" , ., . ..:n„ , H + + + + + + + +fj L.A9TtN6+ + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Z ,n PAR TNG CONCRETE �a- o GRAVEL o171 .:>.. + + + + + + + + + + + + + + - + + + + + + + + + + + + N + + + + + + + + + + + + ^ + _ o N COURT DRIVE 5'-0" 4-0 f 0 + + + + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + + + + -{- + + + + + + + + -� + + + + + + + + + + + + + + + + + + + + + += + + + ';' + + + + + + + + + + + + + + + + + + + C7 + + + + + + + + + + + + + CD + + - t, O + + + + + + + + + + . + + + + + + + W + + + + + + + + + + + + + + +� + + - Pry+ + + + + + , + + +WIGH FENCEa `� + + I + + + + a ,� + + + + + + + + + + + + + + + + + + + + -f + + + T� + + + + + + + + - __. + - + + + - + + + -1- + + - + + + + + + + + + + ' + } + + + + + + + + + i- + f `' I Tw b' ' W 6 ,ul U 0 0 15. U 3 4- %) Itt - .� 41'-0" 78'-8" 170'-104" ' t III 4 89 16 PHASE 2 ' D0STING BUILDING DEMOLITION: ALL REMAINING ELEMENTS OF PIPE DIRECTS ALL STORMWATER FROM ROOF GUTTER SYSTEM Comp. By: JWD TO EXISTING TOPOGRAPHICAL DEPRESSION TO BE RETAINED Date: 813012413 PROPOSED IMPERVIOUS SITE AREA: DOSiING HOUSE TO BE REMOVED N AFTER CONSTRUCTION OF NEW HOUSE UNTIL PERCOLATION THROUGH NATURAL SANDY SOILS 600'-0" TOTAL SITE AREA= 43,560 SF 38'-8" 81'-0" 186'-0' Public Works Department EXISTING IMPERVIOUS AREA: 4,286 SF PCYN x city or atisrrtic seacr, PROPOSED IMP RVIOUS AREA: E -,d PerrmkNo,XXXXXX ,III T�I~G 31V3vi:� I _ .„_.-- .. y _,..._.__._ h x t Address:2445SENNOLE ROAD j• ,.»�M ,' . e,.,.. #r'. .�. x -_ GENERAL PROPOSED Y �- �, . 0 1 :. _ ' '� � ' "�'” ','" "'_ '�' DEVELOPED FOOTPRINT= 8,380 SF S wa. ,,rr•y�e �-} Required/ : .: r 0" it .Q 10'-6' _i + , /�...S����Gor��aae Volume LESS POOL AREA= -300 SF Section 24-36 of the City afAtlentic Beach's Zoning,Subdivsion,and Land Development Regulations w(D +� + + + _ + + , + + + + ' + + . + + + + + + + + + + + LESS PLANTING AREAS= -270 SF 1 + + +..i + + + + + + + + + + + + + /++- + + + + +L�+ + + + + + + + + + + + + + + + �+ + eco + + + + + + +" "'" + + + + + + + + + + + + + ` ' °� requres that the difference between dre pre-and evelo ent volume of stormtwwter runoffbe + + + + + + + + + + ++a i+ postd pm p` `' ` "" �`' '"' j` r + + _1 + t _ + + + + + + + t +', + 4'+ + + + + + + + + + + + + + + + + + + + + dared on sato Valumeof Runoffrs de5ned astollows 195 SF f f _., kxn}� +� Via. . •. + + + + + + + + + + + + + + + + + + '«'+' .• `' « + kF �+ ,+ + + + + + + + + tiYhere: Y=VolumeaFRunoff -40 SF + + « + + + + .t . ++`+i-aw .�1• . * `' .para• + + + -330 SF + + + +++ � :: • ' -_-' >�" _ � � + + + + + + + +; + +�,�` + + + + DE�ItE�SiONt C=Coefficient of Runoff + + + + + + + + + + + + + t + + + + + + + + + + + + + + ++ + ::.. = kr. + + + + t , + + + + + + + + + + + A=Area of lot it square feet + + + + + + + + + t + + + + + + + + + + + + + +'+ :' :'. ++ + + + .+ +r-'+ + + + + +,. ,, + + R=25 Orr l 24�r rai�fai depth f9.3 inches for Aaarroc Beach) 72 MA + + + CONFIRM-THAT DNSTING£RAIN BINK+FENCE+ + + + + + + + + + + + ... - :.. . : 45 SF CN + + + + ++ +++ +++ + + + + + + + + + t + "++ + +++++++ +++ + + �"+ + tt+ ._.+ + +� + ++++ ++ �pp�y �pj Awn �+ i + + + + #: + + + + pp��� "�`aV +AT+"`r M+ANQ + �" + = <:: - ++ + + ++ + + Mee{A �R Volume:__ _. R PROPOSED IMPERVIOUS SITE COVERAGE _ `+- + + + + rnOanDEt POOL+SEOU1 rr OR PR(MDE+AD9ITIONAL + t + + + t t - " - _ ;: _ t t t t t + t + + t + + t t t + t t t t t + + + + ,k, tr + + + + + + + + + + + + + : /r "t` t:+ + + + + + + + .. . + + + + + + + + + + + + + + + + + RunolrCoefficient 16.63% tIY 9 + + + + + + + + + + +'+` _ ,. 4�Pj+ + + + + + + + + + + + + + + + + + + + + + + Area lotArXi + + + + + + + + + + + + + + + + + + + + + + + + + + + + - +; + + + + + + + + + + + + + + + + Description (re) Re) -C- Vftd-C- + + + f �+ +pt + {? ;+ + + + + + + + + + + t t + + + Impervious 4,286 43,560 1.00 0.10 PROPOSED NEW ADDITIONAL IMPERVIOUS AREA t + + + + + + + + + + + + + + + + t + + + + + + + *'+« �» + + + + + + + + + +., + + t + + + + + + + + + + + _, Pervious 39274 43.560, O.ZO 0.18 + + + + + + + + + + + + + + + + + + + ++ + + + + + +' + + t + + + + + + + + + + I r COMPARED TO EXISTING- 2959 SF ( + + + + + + + + + + + + + + + + + + + + + + + + + +'++ - - - + v + + +$``4, + --+ + + + + + + + + + + Runoff Ciaeficient(C)= 0.28 S S + + + + + �` s` a`` + + + + + + + + + + + + + + Runoff Volume + + + .,,� SITE PLAN + + + + t + + + + + + + + + + + + + + + + + + + + t + + + + + _ AND +{ J_ + "+ + + + + + + _ V- 0.28 x 43,560 x 9.3 I 12 + + + + + + + + + + + + + + + + + + + + + + + i ++'++*++ + + + + +; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + _ ___ �'' v= 9.409 tf3 STORM WATER RETENTIONREQUIREMENT- GRAVEL IREMENT DRAINAGE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ! GRAVEL » Posideaeloona nt Runoff Volume �� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . . . + + + + .... . + + + + + + + + + + + _. Lot Area + .� DRIVE w)- PER C.OA.B. EXCEL. CALCULATION PLAN ' + + + + + + + + + + + + + t + + t + + + + + + + + + + + + + +�7 + + + + + t + + + + + Runoff Cael6cierrt REQUIRED STORAGE VOLUME- 1835 CU FT + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Y + + + + + + h + + t + + + + + + + + _ Area Lot Area + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t+ + + + + + + + + + + . .+ + + + + $+ + .--+ + �w _. + + + + + + + + + + + . + + + + + + + + + Description ye) )n) -C- VJtd-C- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + +h + + + + + + + + + + + + + + + + .. + + + + + + + Impervious 7,245 43.500' 1.00 0.17 PROPOSED STORM WATER STORAGE TO OCCUR + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + nF + + + + + + + + + + + + + + + + ;+ + + + + + + + + + + + + + + + + + + + + , + + + + + + Pervious 38,315 43560 0.20 0.17 A + + + + t + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + � + + t + + + & + + + +c>+ + + + iD + + + + + +>+ + + +v+ + +}, + + + + + ., 5 + + + + " AT EXISTING TOPOGRAPHIC DEPRESSION AT + + + + + + + + + + + + + + + + + + + + + + + + +_ + t�+ + + + + + + Q + + t Q + + + + + + +�+ + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + YF + + + + + + • + + + Rrnoff 4�oelficient(C)= 0.33 w:. -� ... �. Runoff vokane NORTHEAST CORNER OF PROPERTY HERE '34'20" W 600.00r ' 4 ` ' " V= 0.33 x 43560 x 9.3 , 12 CONSIDERED TO BE CAPABLE OF STORING HATCHING INDICATES PROPOSED IMPERVIOUS ARE+'1 DRRE COURT DRAINS TO TOPOGRAPHICAL � VIA SWALE DRNNAGE DIRE DRN VIA PIPE V= 11,244 ft; MORE THAN 3400 CU FT OF WATER. ; . # „ Required Storage Volume DV= Postdevalopment Runoff Volume-Predevelopment Runoff Volume 09-09-13 ARROWS INDICATE SURFACE DRAINAGE PHASE 1 ; ow= 11,244 save DIRECTING STORMWATER VIA SWAILS TO EXISTING BUILDING DEMOLITION: DV= 1,835 ft' EAST SIDE TOPOGRAPHICAL DEPRESSION DOSTING GARAGE. DRIVE, AND Pm ided storage: WOOD DECK TO BE REMOVED PRIOR TO CONSTRUCTION Sevation Area Storage ift) ire) gel u BOTTM JAMt'1 W DUPREP NI 0 nos ARCHITECT Required Storage:Volume a 1,835' Its _ R- 1,0382 Supplied Storage:Volume= 1,835 fta I IIj M O 00 HIGH CHAIN I INK 186'-0" � p W � HAN ~ � x W U „ O v, w 81,-0" 50'-q" a, rwn -t� w F NEW 6' HIGH FENCE A TWl W W U " 26'-11" 4'-4" '-0 5'- " 3'-0" 42'-0" . 'v-1 _ CCn O 110, A w + + + + + + + + + + + + + + + 4 + + + + + + + A- a I 1 + + + + + + + + + + + t + + + + A + + + + N W64 + + + + + + + + + + + + + + + WA C + + + + + + + + + '-o" _ TRASH + + + + + + + + + + + + + + + + + w w N W x + + + + + + + + + o + + Ali , + + ❑H ❑❑ ❑❑ +P T� d � + + + + + + + + �' /_+ a., + + + + + + + + , + + + + + + + + + + WALK �I-_�1r + + + + + + + + + + Z + + + + + + + + + TK + + + + + + + + - - — — - - - - - - - - - - Y + — - - - - — - -� — — — - - — E- - - - - - — = _ + + + + r + + + M + +Z+ + + + - - _ - .- _ - - - - / CLEA OUT AT DRAINAGE PIPE LEADING TO RETENTION AREA + + + + + +¢+ + + + I I /// + + + + + + + + + + + + + + + HOUSE O i '// + + + + + + + + + + + + + : POOL :.: . I -- - - /;/ o o + + + + + + + + + + + DEC I = ❑ N + + + + + + + + + + + + + C i = I + + + + + + + + + + + + ' 0 5'-0" ' 0 5'-0". 20'-0" ?�'-8°" PARKING + + + + + + + + + + + + _ + + + + + + + i.._ a 6 I s, ," � + + + + + + + +O+ + TT I A + + + + -7 + +. I �---- M + + -I- + + + + + + + + + + + + _ + + + ! + + + + + + + + + + + 4 +J+ + P I'' : + + + + + + + + + + + + + + + + + + + + { { { } { + + + +� + + + + + + + + + + + + + + + o + + + + + + + + �+ 1 - 6# "+ + + + + T'1NO + + + + + + + ^ + + + , + } + + + + � + + + + + + + + + + + ' + + r + + + + V + + + + + _o I . . 4` HIGH GATE. oo + + + + + + + + - . r: CONCR TE .. + W + + + + + + + + + + + I -WALK + + + + + + + + + + + + + + + + + + + + + + + + o + + + - + �+ ," + + -4- + + + + + + + + + + + .z + + + + - _ 4'_p" 17-102 20'-0" 42'-0" + + + + + + + � P i44TIN6+ + + + + + + + Lr) o + + + + + + + + + + + + + + + + + + + + + + + + Z + + + + _ + + + + + + + + + + + + + PARKING CONCRETE o GRAVEL + + + + + + + + PLMTER+ + + + + + + + + + + + + + + + + + + + COURT N DRIVE O H + + + + + + MALL + + + + 5'-0" 4'-04 '-0" + + + + + + + + + + + + +I + N ' ST � � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + A + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + += + + + + + + + + + + + + + + + + + + + + + + O 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + co + + + + -+- + + + W } I + + + + + -r + + + -F- -t- ---- + + + + �—) + 4- t + + EXISTING 6' HIGH FENCE STING 6'�IIGH FENCE I + + {- + f- } t k t = - = -- EX TING --4 -r + + + + + + + + + + + + + + + + + + + + ? -i 4�- mill �N,FW 6" HIGH FFNCF 41'-0" 78'-8" 50'-4 " 170'-02" 0 T 2 3 13 49 89 16 PHASE 2 EXISTING BUILDING DEMOLITION: Comp- By: JVVD ALL REMAINING ELEMENTS OF PIPE DIRECTS ALL STORMWATER FROM ROOF GUTTER SYSTEM Date: 8130/2013 IMPERVIOUS AREAS TABLE 0 EXISTING HOUSE TO BE REMOVED TO EXISTING TOPOGRAPHICAL DEPRESSION TO BE RETAINED N AFTER CONSTRUCTION OF NEW HOUSE UNTIL PERGOLA THROUGH NATURAL SANDY SOILS LOCATION EXISTING POST CONSTRUCTION 600'-0" Public Works Department HOUSE AND 2,336 SF 2,642 SF 38'-8" 81'-0' 186'-0" City of Atlantic Beach COVERED PORCHES E Permit No.XXXXXX SOLID DRIVEWAY 1,880 SF 2,869 SF Addnew:24+16 SEMNOLE ROAD GRAVEL DRIVEWAY ? SF=O 2,027 SF=O S 10'-6' Reauired Storaue Volume aio + CrIterlai OUT BUILDINGS 63 SF 0 + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + * + + + + + + /++ -' Section 24-66 ofthe Cityal'Atlantic Beaches Zoning.Subdivsion.and Land Development Regulations (D + + + + + + + + + + + + + + + + + + + + + + + + +U+ + + + + + + + +A+ + + + + + + + t�+ + wA + + + + + + . + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + requires that the difference between the pre-and postdevelopment volume of stormwawter quaffbe OPEN WOOD 816 SF=O 0 >+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � ��, I + + + + + + + + + + + + + + + + L� + + + + + + + + + + + + + + + + + + stored on site. Volume of Runoff is defned as follows: DECKS+ + + + + + + + + + + + + + + + + + + + + + + + + � WALK X30 � E]'2J❑ � + + + + + + + + + + + + + + + + + + + + + + + + + + + + V=CAR112 1 O �O 40 + + + + + + + + + + + + + + + + + + + + + + + + + + = +�Cr =� t �- t- =:>= + + + + + + + + Whore: V Volume of Runoff + + + + + + + + + + + + + + + + + + + + + + + + :': - - + + + + + + + + + + + + + + + + EISTI�IG ( GRAPFI�CAL D&RE�S& + = OPEN WOOD 667 SF=O 0 ( y C=Coefficient of Runoff WALKWAYS lot in square feat + + + + + + + + + + + + + + + + + + + + + + + + r+ + ,4 i} I + ++++ + + + + + + ++ ++ +++ + ++ +t + + + + + ++ ++ +++�NII Y I �'� ++ + ++ + R= 5-yrlf24.hrraifalldepthi9.34nchesforAllanticBeachi + + C8NFIRM a}IAT EXISTING T;HAIN kilNK+FENCE+ + + HOUSE L— 1 DEMD HVAC PADS 7 SF 0 + + + + + + + + + + r�rj ::. .: : PHASE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + P'�`�'P + + + � "4^"+ T+� + + + + + + 852,SF_ - 2635 SF + + + + + + + + + + + + + + + + + + + + + + + + + + + Predevelooment Runoff Volume: + + PROVIDE POOL+SEGURW OR RROnA &ADDIT10NAL. + + + + + + D1 + + + + + + + ++ + + Let Area(A) = 43,560 fe FRONT CONC. WALK 0 221 SF + + + + + . + C + + + + + + + + + + + + I � PARKING + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + Runoff coefficient POOL DECK + + + + + + + + + + + + + + + + + + + + + + + + + + 2',' � L_ PHASE + + + + + + +. � + + + + + + + + + + + + + + + + + Abea Lot Area 0 852 SF SITE PLANS + + + + + + + + + + + + + + + + + + + + + + + , + +�+ + I>F + + + + + + + + + + + + + + + + + + + : Description {ttiz} (ftp} "C' tiYM'C" D + + + + + + + + A . , , , + + + + + + + + + + + + + + + + + + A- + + + + PLANTER WALLS & 231 SF P I AND + + + + + + + + + + + + + + + + + + + + + + + ' + + + + + + + + +- + + + + + + + + + + + + + + Impervious 4,286 43,560 1.00 Q10 + + + + + + + + + + + + + + + + + + + + + + + + + + P4M�,'.','*'.',',' + + + + + + + + + + + + + + + + + + + + + + + Pervious 39,274 43 Sfi0 0.26 0.18 STAIRS DRAINAGE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- _ - - - - _ _ _' - _ - +:Ct�N: + + + + + + + i + + + + + + + + + + + + + + + + + + Runoff Coefficient(C}= 038 NORTH WALK & 0 430 SF + + + + + + + + + + + + + + + + + + + + + + + + + + ..... ........i* , a :+,.. Runoff um PLAN r Vn1 a UTILITY AREAS �iANrrr ,',', 1 V= 0.28 x 43,380 x 9.3 1 12 + + + + + + + + + + + + + + + + + + + + , , , , , , + + + TOTAL IMPERVIOUS + + + + + + + . .. + + + + + + + + + + + + + + + + + + . .. + + + + V + + + + + + PARKI G CONCRETE GRAVEL GRAVEL V= 4.409 R' 4,286 SF 7,245 SF + + + + + + + + + + + + + + + + + + + + + + + + + + +PLAarat+ + + + + + + + + + + + + + + + + + + + + I COURT DRIVE DRIVE AREA + + + + + + + + + + + + + + + + + + + + + + + + + + + + WALL* + + + + + + + + + .. . + + + + + + + + + + 2027 SF Posttdevelaoment Runoff Volume: + + + + + + + + + + + + + + + + + + + + + + + + + + +ST-5 231 SF + + + + + + + + + + + + + + + + + + + + 2869 SIF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 7 + + + + + €,�, + + + + + -V + + + + + + Lot A�tA) _ 43,560 fe TOTAL LOT AREA 43,560 SF 43,560 SIF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + F + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + Runoff Coefficient + + + + + + i- + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. . + �, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + IMPERVIOUS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �F + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + Mea Lot Area 9.8% 16.6"%0 + + + + + 4- + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + +�+ + t:+- + + + + + +p+ + + +4+ + + + + + + + + + + + + + + DesctTption tfe} (fe) C. y,d_C_ PERCENTAGE OF . . . + + + + + + . . . + + + + + + + + + + + + + + + + +�+ + + + Q + + + Q + + + Q + + + + + + + + + +�+ + +� + + +6+ + + + + + + + + + + + + P + + + + + + + + + + + + + + + + + + + + + + + Impervious 7,245 43,590 1.00 0.17 TOTAL AREA Pervious 3665 43.560 0.20 0.17' DRIVE COURT NS TO TOPOGRAPHICAL DEPRESSION VIA SWALE DRAINAGE DIRECTED UNDER DRIVE VIA PIPE Runoff Coefficient(C)- 0.33 09-09-13 Runaff Volume ARROWS INDICATE SURFACE DRAINAGE PHASE 1 v= 11,244 ft' x 43.5eo x 9 3 r 12 STORM WATER RETENTION REQUIREMENT: ADDENDUM DIRECTING STORMWATER VIA SWAILS TO EXISTING BUILDING DEMOLITION: 10-23-13 Required storage Volume EAST SIDE TOPOGRAPHICAL DEPRESSION EXISTING DRIVE, AND DV= Postdeveiopment Runoff Volume-Predeveiopment R unoff Volume PER C.OAB. EXCEL CALCULATION WOOD DECK TO BE REMOVED DV= 11,244 - 9rto9 REQUIRED STORAGE VOLUME= 1835 CU FT ( - DV= 1,835 fe 1' PRIOR TO CONSTRUCTION PROPOSED STORM WATER STORAGE TO OCCUR - •r� '�^--� Provided Sboraae: UP,REE'•fit AT EXISTING TOPOGRAPHIC DEPRESSION AT d + s w , °ovation Area storage NORTHEAST CORNER OF PROPERTY HERE ARG ECT `. (n) tfe) te) � AP 10382 0 BOTTOM CONSIDERED TO BE CAPABLE OF STORING — o MORE THAN 3400 CU FT OF WATER. 0 TOB / 0 L3 � '- Required Storage:Volume= 1,835 fe Supplied Storage:Volume= 1,895 fe ; i' T i DESIGN SPECIFICATIONS GENERAL\NOTES a CONSTRUCTION SPECIFICATIONS I DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR FLOOR SHEATHING SPECIFICATION 2010 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 1 COMMON @ 6" O.C. EDGE & FIELDAj DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP (PSF): 1 CAR TRIBUTARY GARAGE +22.9 ROOF SHEATHING SPECIFICATIONS: UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR --28.8 SHINGLE- MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHI , NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. Lou Pontigo and DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8'x7') WITHIN 4'-0" OF ROOF EDGE). Associates, Inc. ROOF FLOOR 2 CAR Y ROOF LOADING 20 ps 25) 40 ps 00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE -F 21.8 TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED / 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF 420 Osceola Avenue 40 psf DOOR --26,6 ROOF EDGE). )ax. Beach, Florida 32250 TOP CHORD LIVE LOAD 20 psf p Ph.242-0908 Fax. 241-9557 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') WALL SHEATHING SPECIFICATIONS: FL.CA#8WIT YOU COM 3579 MENTS TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf BOTTOM CHORD LIVE LOAD 10 psf 0 psf FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHE A HING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE coNr�cruswlrr+ p 5 psf • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLU WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. COMMENTS @ LP-A.COM BOTTOM CHORD DEAD LOAD 5 psf p ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION STUCCO FINISH,-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEAT ING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL �."`"` P0A1j',` VE LOAD L 240 TOTAL LOAD L/180 SHALL BE PERMITTED STUDS ```�� P ••••••NT`C''�����' J ,. ., O , ROOF FRAMING. L / 41 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOE; BOTH $;\'• . •' • MASONRY SPECIFICATIONS: ABOVE. ACI 530-05 AND S LL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 r No.533 1 g H POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH WIND LOADING: . INTERPOLATION IS PERMISSIBLE. DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHAL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 ANDi�r LINEAR IN E N MORTAR MAY BE USED IN BRICK VENEER. CONTRAC R SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. S. 00% STATE OF ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A TYPE M OR S. TYPE MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF •��ORIpQ%''� '� BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. CONCRETE MASONRY UNITS (CMU) ti R WITH ASTM C90-75 HOLLOW LOAD-BEARIN (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOG CMU SHALL BE IN ACCORDANCE W _ DS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE � M limit a LIVE LOA CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROM E CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5' 0". BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET DATE THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 130 MPH MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED F ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, BASIC WIND SPEED (ASCE 7-10) -------------- STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL INFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR ____ IMPORTANCE FACTOR ------------------ 1.00 a DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - 4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING A MEAN ROOF HEIGHT -------------------- -- 20.0 FT -,��°,� INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNE BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE ROOF PITCH ---------------- 7/12 a ----� as HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER CQ RSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". _____ BUILDING CATEGORY ----------- - II i o EXPOSURE CATEGORY --------------------- C CLAY MASONRY (BRICK): � FlFI_D ALTERATION ENCLOSURE CLASSIFICATION -----------------ENCLOSED �`-a-* DENOTES EDGE STRIP. BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE C & C CHART CONTRACTOR SHALL CONTACT LOU 1 Q PONTIGO 8 ASSOCIATES PRIOR TO INTERNAL PRESSURE COEFFICIENT -------------- (J ABOVE FOR 'a' DIMENSION , CONCRETE SPECIFICATIONS: �' MAKING ANY STRUCTURAL FIELD I MODIFICATIONS WHICH MAY VARY s ALL CONCRETE HAS BEEN DESIGNED !N ACCORDANCE WITH ACI 318-08, AND SHAt L BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI FROM TRU TIONTO UME TS. NALY t3 AT 28 DAYS CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO PROVED - ° ' CRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. 9EINGAPIONALE6YLoRINGOR r CON ASSOCIATES MAY RESULT IN 1 ADDITIONAL ENGINEERING OR SPECIFICATIONS L_ MATERIALINSPECTION FEES. a a 7r GENERAL NOTES: HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH FOOTING AND FOUNDATIONS: ASTM A 307 OR ASTM F 1554 GRADE 36. NOT ACTUAL PLAN] FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODS. FOOTING HAVE BEEN DESIGNED WITH A SAIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTA , E SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL QBE COMPACTED TO A MIN. OF 95% MODIFIED PRO OR IN ACCORDANCE WITH ASTM D 1557. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATUR S, CONDUITS, ELECTRICAL EMBEDS, STEP HE�HTS, TC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR NOT DETERMIN SCOPE OF SERVICE LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO E FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL LAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION MINIMUM HOLES SHALL BE 1/4" PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) • DOWELS SHALL BE 12 BAR DIAMETER Uj L LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BECkG ERO IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 ANCHORING .) CTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR F THE FOLLOWING PRODUCTS @ 48" O.C. OR ROD CHAIRS. PRpVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INaTALL CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH � .. ANCHORING ADHESIVE: SHALL BE ONE 0 SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY ELEMENT. SPLICES IN .. EaNFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS � DUAL CARTRIDGE INSTALLATION ONLY): 7 ( OTHER`_PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF _� � Uj I EPDXY: ITW RED HEAD A7 THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT A615 GRADE 60. CONCRETE SLABS ON GRADE: REINFORCING STEEL: SHALL BE ASTM DOCUMENTS. SHALL BE INSTALLED OVER MINIMUi�, �' MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPAC D 'EA.RT�I Ofd FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR J STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. O (WWF): SHALL BE ASTM A185. PREVENTION OF S�IBTERRAN'�AN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x20' GRID WITHIN _ 12 .i,•{UIJR.S OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT WELDED WIRE FABRIC ( O LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPE IFICALL ESIGNED BY THE STRUCTURAL ENGINEER ARE SLAB CALL EOR FOR ALTERNATIVE METHODS. ED THE FOLLOWING DESIGN PROPERTIES - ELASTIC wN 7 W LIJ SHALL MEET OR EXCEED LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD FRAMING SPECIFICATIONS: z MODULUS E 1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND ALL WOOD FRAMING HAS BEEN DESi NED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. LL WOOD MEMBERS EXPOSED TO WEATHER ZE IN CONTACT O . ITEMS NOT DESIGNED - E PRESERVATIVE TREATMENT IS USED, ALL ATTACHEDASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA HEADERS DIRECTLY SUPPORTING ROOF FRAMING WITH MASONRY CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON DOT BORATE O PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT I PRESERVATIVE IS .USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY' U ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. PRE-ENGINEERED WOOD TRUSSESO SHALL BEAR THE SEAL OF AN ENW GINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES N INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPOI SIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL /1 TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91. AT MULTIPLE STRAP V 1 TRU z CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. O ROOF COVERING SPECIFICATIONS: D THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES` SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE PLAN L GEND AND ABBREVIATIONS �D �R�®������� ��SIMPSON CONNECTORS SUCH UPLIFT MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL SEE PERMITS FOR ADDIT110NAL BUILT-UP POST IN THE WALL QuIREl TYPE ® FASTENERS FL CODErrrsAAND CONDITIONS. - { t . CONNECTOR SYP SPF # TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. GABLE -BRACE, SEE DETAIL 8 S5.3 LRF, EWEDBY. DATE: /0 /a /3 Ij 1 10446.4 _ - A35 450 450 12-8dx1 /2 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 GUN NAILS H6-1/2 HEADER SIZE, JACK AND KING STUD DESIGN H2.5T 600 520 5-8d EA. END 11478.3 DBL. TOP PLATE TO STUD FACE NAIL (2-16d 3-GUN NAILS DESIGN ES SHEARWALL. THE QUANTITY. HIDDEN INE DESIGNATES SIDE OF Y 620 530 5-10dx11/2" EA. END 11470.3 -------------- WALL TE SHEARWALL SHEATHING STRUCTURAL DRAWING INDEX CRITERIA H$ RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" SW � TO BE APPLIED. 8d ® 3/6 j MTS12 1000 860 7-10dx11/2" EA. END 10456.3 NAILING: DESIG "TES 8d COMMONS @ 3" AND I , CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 8d@3"/6" S0.0 DESIGN CRITERIA AND GENERAL NOTES HTS20 1450 1245 24-10dx11/2" EA. END 13872.3 O.C. � & 6 S1.0 FOUNDATION PLAN " O.C. IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" GENERAL MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ - AD~ACENT LG - Long S1.1 FIRST FLOOR WALL FRAMING PLAN NOTES JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM - BEA. MANUF - Manufacture S1.2 SECOND LEVEL TRUSS PLACEMENT PLAN 18-16d TO TRUSS/BEAM 11496.2 BOT - BO OM MONO - Monolithic S2.1 SECOND FLOOR WALL FRAMING PLAN SCALE HTT4 3480 3080 5 RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS t00 NOT .IFA IMENJFM 1- /8 ROD TO FTG. BRG - BE ING OC - On Center S2.2 ROOF TRUSS PLACEMENT PLAN DRAWINGSEFERTMTHE ENCMU - CO, CRETE MASONRY UNIT OSB - Oriented Strand Board NCLEARALDR WNG3-10d 4-GUN NAILS - HITECTURAL DRAWING 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-10d) S3.0 STRUCTURAL ELEVATIONS CONTACT THE E.O.R. I 5250 4670 11496.2 DBL - DO LE PERP Perpendicular HTT5 1-5/8"� ROD TO FTG. ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS DIA - DIA I TER PRE ENG - Pre Engineered S5.0 FOUNDATION DETAILS EA - EACH`r PSF - Pounds per Square Foot PLAN NAME 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE EE - EACH END PSI - Pounds per Square Inch S5.1 FOUNDATION DETAILS O RESIDENCE " LU S28 930 7$0 10655.113 DESIGN/DRAWN/CHECKED 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED S5.2 MASONRY DETAILS EQ - EQUAL QT - Quick Tie S5.3 WOOD FRAMING DETAILS cs LAP KJL DATE 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS EXT - EXTERIOR REINF - Reinforce ,. HU410 905 7$5 10531.36 S5.4 WOOD FRAMING DETAILS 09.09.13 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" FBC - FLORIDA BUILDING CODE SF - Square Foot FDN - FOUNDATION SPF -Spruce Pine Fur CONTROL NO. 5/8"0 _ SYP - Southern Yellow Pine S5.5 SPECIAL DETAILS ABU44 2200 ROD w/ 12 16d 10849.6 FT - FOOT S5.6 SPECIAL DETAILS 300 5/ "0 ROD w 12-16d 10849.6 NAIL SPECIFICATIONS FTG - FOOTING THRU - Through TRUSS ID. ABU66 2 e / EPDXY-TIE 11506.4 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK HDR - HEADER TYP - Typical 30312 SET N/A N/A SIMPSON HORIZ - HORIZONTAL UON - Unless Otherwise Noted LPA No. 2"x0.113"0 = 6d 21/2"x0.131"O = 8d LBS POUNDS VERT - Vertical - PUPL-13-00499 10-16d TO STUD/BEAM/POST 11496.3 3"x0.148"0 = 10d 31/2"x0.162"O = 16d WWF - Welded Wire Fabric SHEET LTT20B 1675 1675 1-1/2"0 ROD TO FTG. 11/2"x0.148"0 = 10dx11/2 " 11/2"x0.131"O = 8&11/2 " S SOD LSTA12 805 695 10-10d 13872.5 SHEET 1 of 14 I CS16 1705 1705 13-8d 10852.1 I I i� I . t b' owl Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMEN7S �. TYP. A/C SCREENWALL, COMMENTS Q LP-A.COM M SEE 2/S5.1 qN .•`0"tPUN _ _ .o _ S5.0 _ _ _ 6'-0" HIGH C, CMU C, N F °•. CMU PILASTER COLUMN PROVIDE (3) REINFORCED CELLS r CMU SCREENWALL, No. W/#5 $" O.C. VRS IN ERT. DIRECTLY BENEATH POST EED- ' I SEE CELES, SEE DETAIL - - - - - - -I - - _ - " CMU WALL TO 2* STATE OF - - 6/S5.1 FOR DOWELS. 55.0 ' rAPPOSE SLOPED 1 A�O •'•��®R����•••�`�� O1 I I / •........ o, - - - - - s Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 L- - - J s - - �ss/ONALti�;,`�' ---- --------- ---- ----------- I ---- ------------------- ------- - - --- _ �- _ ---- - ------------- __-- --_-- ---- - ----------------- ----------------- r - - - - -1 Z s3.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE - - - I ,F CD � I r -- ---- I 1 I i I TYP. HOUSE FOOTING, L ! _ J I -0'-4" I I� I SIMPSON HDC10/22-SDS2.5 i I 1 CMU GARAGE CURB I I I F4.0 I II I CONCENTRIC HOLDDOWN. SEE 1/S3.0 I S I ' ' S5.0 I ELEVATION SHALL i I SEE 1/S5.0 c� I ;i ( 1 CURB MATCH MAIN HOUSE I I I I SEE DETAILS 3, 4 .� i I I f FINISH FLOOR I 4 & 5/S5.1 FOR ( 9 4 CONCRETE SLAB w/ 5 _ I F.F. ELEVATION I S5.0 4 CONC ETE SLAB w/ I FIBERMESH 1.5 LBS CU.YD. S5.0 / I - - ) 1 I i I I VARIOUS RETAINING I FIBERMESH @ 1.5 LBS/ I OF CONCRETE OR 6x6 W1.4xW1.4 WALL DESIGNS I CU.YD. OFA CONCRETE I ;I I WWF ON 6MIL VAPOR BARRIER I I I I 1 ! I I FIELD ALTERATION AROUND POOL AREA OR 6x6 1.4xW1.4 4" I ;� I IN PREPARED GRADE.-\\ I I S5.0 I i I I I F.F.E CONTRACTOR SHALL CONTACT LOU _ I I PONTIGO S ASSOCIATES PR I WWF r1 PRIOR TO ON MIL VAPOR ST I „ I L �IM•�� I '7 � I I -3 -6 MAKING ANY STRUCTURAL FIELD d MODIFICATIONS WHICH MAY VARY I � BARRIER IN PREPA ED GRADE II 5 - 1 vl I I FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY F.F.E SI I I I I I I TYP. HOUSE FOOTING, FIELD ALTERNATIONS MADE PRIOR TO i ?I SEE 1/S5.0 BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN j EXT. PAVING I II I 6 I I 1 S5.0 I ADDITIONAL ENGINEERING OR i INSPECTION FEES. S5.0 � - I I s M. _ i I I k 4 ----------� a_v�= -rd_= » SEE ARCH. � 5 ��. �" � - � STEP C.J) I I � � 8 CMU WALL TO CA) I -------- - I 1 - - - _ - � - - - - - -� - - - - R4F- 5� SUPPORT SLOPED PROVIDE 2-#4X4'-O" I -5 » i CORNER CRACK BARS I I I I, 31-0 I 4 f I i 1 WALL, SEE 6/55.1 III AT SLAB MID-DEPTH I I I I F.F.E STEP i STEP I� I (TYP.) I I 0'-0„ \ I 10 F.F.E i 5 I I II _ I I r- J S5.0 CMU �ARAGE CURBELEVON SHALL I 4 S5.0 I i 4" li I PROVIDE SAW CUTS PER I I I I MATChiTIMAIN HOUSE: I I I 5 STP I 7 S5. RTO I I I I F. I I • II PROVIDE (3) COORDIN T WI FINI H I I 3 -3'-0" FINISH FLOOR F.F.E I III REINFORCED 9 I I I I 55.0 I I I ELEVPTION ! I Q LU LL -0'-4" III CELLS DIRECTLY I I 5'-7Y„ 10'-5 4„ POOL I 0 I li BENEATH POST BY OTHERS SIMPSON HDC10/22�-SDS2.5 (C.J) I I I T I I I I I -------------------- __-_ _______ _ , j_ Una 10 m 0 V2 I I CONCENTRIC HOLDDOWN. SEE 1/S3.0 I I 6 � I I r- - - - - � _ - _ _ _ - - _ - _ _ U _ F3Z . -------- --------- �- - - -� L � I I --- --- I- - I -__ - ------- ' -- = O ---- ---- --- A SEE DETAILS 3, 4 W I - • - - & 5/S5.1 FOR I I I - _(- - - - - - - - - - - -L - - - - - ,,-- - � o - F.F.E I ( ■ VARIOUS RETAINING 9 3 WALL DESIGNS I - I i� /1 8" FT AROUND POOL AREA i I _ I r.I RIDGE AT � I I I s5.o (C.J) 1/ d CONCRETE I F.F.E FLOOR J v F.F,E I I I LU F.F.E S5.0 I F.F.E STEP I / _0,_5" 1/8"/FT I -0, 6" I I F.F.E V 1 SIM. F.F. $4 I I I I i - - - - - - L 0 -3,_0„ ------ -- - - __ I I I -- - - ------- -- - - - - - - � -- - - _ - - - - - z - - - - - -� I o - - - - - - L J IIIIIIIIIH 2 ---------- I- - - - - - - - - - - - - - - - - TE r -L _ � z - - - - - - - - --� J I I j F.F.E j I 11 2 S5.0 S5.0 N L--------__� I Q --------- - - - J FOUNDATION PLAN SCALE: 1/4" = 1'-0" NOTES: 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, dONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDAIyOE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 959 MODIFIED PROCTOR FOUNDATION IN ACCORDANCE WITH ASTM D 1557. * SYMBOLS LEGEND ----- PLAN DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE '/,%6" EPDXY ANCHOR ® INTERIOR LOAD BEARING WALL DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE DESIGNATES SLAB RECESS ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ---- BEAM OR TRUSS, SEE PLAN FOOTING SCHEDULE AND NOTES PLAN NAME ® V A307 DIAMETER FULL HEIGHT TYPE LENGTH WIDTH DEPTH BOTTOM BARS PUOPOLO RESIDENCE THREADED ROD, SEE DETAIL 7/SO.0 F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DESIGN/DRAWN/CHECKED F2.Ox4.0 2'-0" 4'-0" 1'-0" 3-#5 L.W BOT. CS KJL LAP ®5 %" A307 DIAMETER FULL HEIGHT F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. DATE THREADED ROD, SEE DETAIL 7/SO.009.09.13 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. %" A307 DIAMETER THREADED ROD F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. CONTROL NO. ® TERMINATES AT FIRST FLOOR TOP F4.0 4'-0" 4'-O" 1'-0" 4- 5 EA. WAY BOT. PLATE, SEE DETAIL 7/S0.0 # TRUSS ID. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 9E" A307 DIAMETER THREADED ROD 30312 TERMINATES AT FIRST FLOOR TOP 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE PLATE, SEE DETAIL 7/SO.0 FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, LPA NO. STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR PUPL-13-00499 LSTA12 12" LONG LIGHT GAUGE STRAP REFERENCE ONLY. FASTEN TO TOP PLATE AND STUD SHEET WITH 5-10d COMMONS 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. S1 *0 SHEET 2 OF 14 I Y i ,4 r 7e Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 } CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM ,,,` gtlgw re►urggrr'i PO T (2)2x6 POST .•`O,ENSE''•.� , FROM ABOVE v:• STRAP TO BEAM N (4)2x6 POST FROM ABOVE _ fs STRAP TO WALL FRAMING P 1 SOLID APS SEE OR WOOD * 0'r ~= BELOW w/3-CS16 STRAPS L CKI TO CMU LL CONN. _, .o STATE PROVIDE SQI ID 131 CKING ••. ��OR��P'• AT FLOOR SYSTEM. L OR SYSTEM. 9p��•..,• ..,,,,.••, � C� (3)2X10 SS10N A1.��,. [OVER 3 WINDOWS 2)2x6-1 1 FT38 3-PLY - --- liE�nSIUSIS DATE (3)2x10-1/2 II J 1 OVER 5 WINDOWS 11 z I 111 (3"2x6-POST-BELOW- l 3 ► III BEIM EACH END 1 II OSB WALL OSB WALL I 1 III j 5 I SHEATHING SHEATHING 4 I I I I CI 1 I I c� III I > I --- to 1 J\ III I i FIELD ALTS WIFION CV II J I �j 1 I CONTRACTOR SHALL CONTACT LOU $11 LO Ix I ® Z I PONTIGO 8 ASSOCIATES PRIOR TO CV p l 3 1 MAKING ANY STRUCTURAL FIELD 00 I ( MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE f j li r' I N 111 I ( GINAL CONSTRUCTION DOCUMENTS.ANY l FIELD ALTERNATIONS MADE PRIOR TO - IIIA 5 POST TO MATCH III I III I c� N 5 POST FROM ABOVE L---1 —--———————— BEING APPROVED BY LOU PONTIGO 8 I I Z o 11 i PROVIDE SOLID I ASSOCIATES MAY RESULT IN I ¢ � ADDITIONAL ENGINEERING OR z ► BLOCKING AT m INSPECTION FEES. /1 5 I N �, z 5 FLOOR SYSTEM. Ili---------- F(2)2x6-1 5 h It1 I = I 1 BM-3 I 1 I ALL (3)2x6 POST BELOW o 11 �HEAWI-ZING I� N II TYP. CMU BEAM N II III N III 1 LINTEL, SEE 1 _ III ' ' 0 4/S5.2 o POST TO MATCH I OSB WALL POST FROM ABOVE I I SHEATHING ' t , LL ( )2x6 POST I �� STRAP 0 FRAMING N I PROVIDE SOLID 111 I W FROM ABOVE I I; I BLOCKING AT I -_ BELOW STIR SPS o N II ( � _-EAU STRAP TO BEAM II x v FLOOR SYSTEM. 3 2x6 POST BEL /1 BEAM EACH E V J I; AT FLOOR SYSTEM. N CD I '` 0 rLC!:E w/4-C';16 STRAPS I, J I _ UZI PROVIDE SOLID 5 a B OCKING AT Uj (3)2x6 POST z I (2)2x6-1/1 U s _ _ p BELOW BEAM SEE 12/S5.2 z 3 I .z FLOOR SYSTEM. _ — — I N I ! '' I I m I I N 7 0 ' --- ----- --------- - ---------- I I I I I SEE 11/S5.2 FOR WOO Uj -1 _ -- - - -_ - z mass iTO CMU WALL CONN. O I 3)2x9.25 1.9E LVL-2/ (2)2x6-1/1 (2)2x6— /1 , 1 I OVER 5 WINDOWS (III IIII III IIII 1111 SEE 12/S,'-).2 III S5.6 IIII MBHU5.50 WITH 2 HGUM5.25-SDS OR BEAM CONN. 3 ( ) ` WITH LEFT FLANGE ;� n O /4 x5 TITEN HD TO to to �! CONCEALED, I CMU & 12—Y4 x2Y2 IIII 1111 SEE DETAIL 1/S1.1 IIII / \ SDS SCREWS TO LVL �. . III I = 1 tO i x BEAM, SEE 2/S1.1IIII ;?tlll VIII WITH (2) I I ^IIII J�FIU,3.56 5" TI TE N D TO O vl i IIII - ---------b-. -, -_. -- -- - M & 12-Y4 x2Y2 SDS ------- i IREVS Ivi, SEE 2/S1.1 S5.6 II r21:a � HGUM5.25 2 WITH RIGH FLANGE 111 5 1 )-- -- xh' S.,i.S �:,..E I S5.5 { CONCEALED, SEE I K I SLM. DETAIL 1/ 1.1 (SIM.) I �� �� k � rain,to - i tarp o1 wall(typ') 7%% 4" CONCRETE BEAM �� w/2—#5 TOP, MID, & BOT. ► FIRST FLOOR WALL FRAMING PLAN & #3 STIRRUPS @ 12" O.C. CMU REINFORCING NOTE: ' P TYPICAL #5 VERTICAL REINF. SCALE: 1/4" = 1'-0" s R = AT 24" O.C. SEE S5.2 FOR �`"` = T REIN F. EA. SIDE OF OPENING. FIRS s FLOOR Shaded cons WALL groutad and �'n�°��pC` ° FRAMING Resigner(min.) Mini +iu t hori�l>a1 mbu PLAN SIMPSON HGUM I#acajintop cour' ORTHO VIEW 8- 5/a"x5" TITEN HD x -- p�jr TO CMU WALL & 24— 11 T DO NOT SCALE DIMENSIONS FROM Y4"x2N' SDS TO LVL BEAM • • I , THESE DRAWINGSEFER DIMENSION 5 � UNCLEAR REFER TO THE 111' ARCHITECTURAL DRAWINGS OR liEy CONTACT THE E.O.R. ot'd PLAN NAME PUOPOLO RESIDENCE • ;p DESIGN/DRAWN/CHECKED CS KJL LAP DATE 09.09.13 r` to LN $p CONTROL NO. Y TRUSS ID. 30312 SIMPSON HGUM SIMPSON HGUM SIMPSON MBHU LPA NO. WITH RIGHT FLANGE CONCEALED TYPICAL INSTALLATION INSTALLATION ON END OF WALL PUPLSHEET 4ss SHEET 11 1 INSTALLATION DETAIL 2 END OF WALL INSTALLATION SIA S1.1 SCALE: N.T.S S1.1 SCALE: N.T.S SHEET 3 OF 14 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS p LP•A-COM pt� SEE 7/S5.5 FOR BLOCKING BETWItEN ��;•��GENSF'•o,C7 ' ¢ e FLOOR TRUSSES; OVER � + INTERIOR SHEARWALLS No. • * c (TYPICAL) • STATE 4� ,: OST FROM ABOVEt , o MECH. CHASE '•.�, p. � �...■■. ..■...■... �UILD,,PONY WAL 'p0,� , .�0R1,gy�••,. G�ty N FT38 3—PLY 2 F20 Elixir ON TOP'�QF F5 6 FSS/QNA�-� r r r t r rW. + ''Z• F 1 --- N m m N m F7 : ` --- REVISIONS DATE L w r F22 r II u r ' 24" OC FT40 2;PL � r''7 III j I LL_ I I CC 1�7 /' i i // � I I ■ LLJ F2 I Z Z NII w I/ , ,I ■ (I Q I $II / ''' ; 0 /'/') All �`0 I / w ' ■ ¢ I I REW ALTERATION w I / --- ,',/ ■ I CONTRACTOR SHALL CONTACT LOU / F T 1 2—f■Z Y I PONIGO 8 ASSOCIATES PRIOR TO m F2 3 '''',I I ■ I '/ ■ I I MAKING ANY STRUCTURAL FIELD ' / ■ / ■ II I FROMMODTHE INTENT OF THE RIGIWHICH MAY ARY NAL III _ Ex UCTION DOCUMENTS.ANY Q / , ■ ' ' —� i T _ T T II L———— RE DNALTERNATIONS MADE PRIOR TO /' / 2^'� 0 ■ ■ , / I - ■ / /' / / / / T/ /', / / /—/ I ————— BEING APPROVED BY LOU PONTIGO 8 / t : w ,/ / ■ / / , / / ' / / , / / / / Z/ / ASSOCIATES MAY RESULT IN ' / ADDITIONAL ENGINEERING OR 6 INSPECTION FEES. ■ ■ / , / , /�/ 1/ / / , / , / / m — ■ - =J ///' � � // / _ i ■ III I I I I' F24 Y� FT39 2,. SEE 7/S5.5 SII I� /�/ I ,PL I//�,' IIS ` A42 BLOCKING BETWEEN II I // ,I �I 37 2—PL J J Ih I • FLOOR TRUSSES �T EA. If � /' : � Y�� r , r I TRUSS SPACE A -- LOC�ATION ' I I r / 1H H I r 4 0 C F17 ' ,//� Ln �► III I I LL r - , N I w i Ln ry F1 8- --------- --------- �� . �i� ■n■nnnnuu■■ � O we as ' ---- -- F --------- ------ W 1 I I 8 II II PITCH: 1.7/12 '� IIII III OVERHANG: VARIES O ■� WIND CODE: 1 0 MPH EXPOSURE S5.6 III I a IIII J I) FLOOR SYTEM: 24" SYS42 a FJU�; I FROM ABOVE N J E D CLOSED J U I ---- N N t101,o N TES ARE ALPINE PLATES s I N0 s •' c� .- APPROVAL # 1999-3 /FT. MIN. SII /FT. MIN. II0. N II to I N IIII`-' IIII N cQ IIv ALL BEAMS ARE BOISE-CASCADE VERSA LAMCL II APPROVAL# F 2023.1 z --- - -- ,. 0 �0 — — X 16 LVL 13' Q BM-2 2-1.75" X 24" LVL 15' S5.6 II BM-3 2-1.75" X 24" LVL 12' III 2 2 BM-4 2-1.75" X 24" LVL 24' S5.5 S5.5 BM-5 2-1.75" X 12" LVL 24' BM-6 2-1.75" X 12" LVL 11' N SI BM-7 2-1.75" X 12" LVL 16' Q BM-8 2-1.75" X 12" LVL 13' BM-9 2-1.75" X 9.5" LVL 10' HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1—PLY TRUSS HUS26 FL10655.94 2—PLY TRUSS HGUS282 FL11468.8 2—PLY BEAM HGUS414 FL11468.10 FLOOR TRUSS THA422 FL10447.22 SEC LEVEL- SECOND OND EV L USS PLACEMENT PLAN LEVEL SCALE: 1/4" = 1'-0" TRUSS PLACEMENT PLAN �I DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME PUOPOLO RESIDENCE DESIGN/DRAWN/CHECKED CS KJL LAP DATE 09.09.13 CONTROL NO. I i TRUSS ID. 30312 LPA NO. PUPL-13-00499 11L SHEET S1 .2 SHEET 4 of 14 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP•A.COM ,,,,,,,,`�•P c V.� 'a ',, i • M r No.53 _ Ir A'•.• STATE a; o �3�21/ II ___________________- ____=________________---------------------------- I � FOVE(R ---------- (3)2x10-1/2 ---- == — � NA�. �(3)2x6-1/1 3)9.25"LVL �G3 WINDOWS OVER 3 WINDOWS DATE II II II, qIIIIihIiIIIII(�Iq�IIIIqIh I __1w � (2)2x6 S\' P#2 POST BELOW II, 1lI 6-1/1 IIIIIII1IIII'III T(3R)U2x6 ES�Y0oP#//2O (4)2x6 SYP#2 POST BEAM POSTBELOW 00 BELOW TRUSS THIS END TRUSS EACH_ END EACH END 0 , IIIIIIIII�I IIIIIIIIiI 00 +-" ov 3 ---� S2.1 FIEL ID NSPALTERATION04 m IIN CIGN A U CL PONTIGO a ASSOCIATES PRIOR OMAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY Lj V FROM THE INTENT OF THE ORGI=a CL ✓ 3X%3)/2" PSL I I CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO OM POST BEING APPROVED BY OU POO a � � AULT INBELOW BEAM ADDITIONAL ENGINEERING OR �fl_- (3)2x6-1/1 ----------- 1 ill ----------------�N r------------------O I---------- 2x4 SYP#2 (3)2 SYP#2 LUBEAM POS BELOW -]oIN POST BELOW THIS END" END 00 ------------------------------------ 0 XN 1 NH UZI 01 _ (3)2x -x4 POST BELOW (4 2x6 SYP 2 POST (3)2x6-1/1 J' 4?—! (3)2x6-1/1 EACHEN BELOW TRUSS �-----Ei�EH-EQ------,--------------- cBALLOON II rj_ IN IFRAME WALL I___ -- 0 II `- I ul F- 1 I 7 I I BEAM 8LU _ I it -- --- ------- -- -- Fr _ �I (3)2 —1/1 (3)2x6— (III (3)2x —1/1 (3)2x6-1/1 ii O jl I ON IIII III I 2x6-1/1 II 'I II ;II ; N II J F ME WALL O) Cb O U �I (3)2x6-1/1 w w II CLd, II N. 4 II Im�II � II IID (I II II z II � I II 4 II fil ; o II I Q ( II I II Im _ II I II cID II II j� C II II II II II I Q II II II II W II it II II I Im II II 4 ' I y I II II h N Q II II II II I� II SIMPSON MTS16 TWIST STRAP AT EA. TRUSS 2x6 BLOCKING BETWEEN EA. TRUSS SECOND SECOND FLOOR 4VALL FRAMING PLAN FLOOR SCALE: 1/4" = V-0" PRE-ENGINEERING WALL ROOF TRUSS @ 24" O.C. FRAMING WALL SHEATHING PER CONST. SPEC. PLAN i (2)2 x 8 SYP#2 TOP DO NOT SCALE DIMENSIONS FROM 4 2X8+ PLYWOOD THESE DRAWINGS.IF A DIMENSION IS PLATES RIPPED ALONG ) UNCLEAR REFER TO THE EDGE T0 MATCH MA RIPPED AS REQUIRED ARCHITECTURAL DRAWINGS OR WALL ANGLE TO ACCOMIDATE CONTACT THE E.O.R. WINDOW INSTALLATION PLAN NAME PUOPOLO RESIDENCE DESIGN/DRAWN/CHECKED 1 TRUSS ROOF CONN. TO INCLINED WALL CS KJL LAP S2.1 SCALE: 1 = V-0" DATE 09.09.13 CONTROL NO. TRUSS ID. 30312 LPA NO. PUPL-13-00499 SHEET S2.1 SHEET S OF 14 I I f k K 3 Lou Pontigo and Associates, Inc. 420 Osceola Avenue i Jax. [leach,Florida 32250 Ph.242-0908 Fax. 241-9557 s FASTEN EA. END OF 4—PLY TRUSS TO FL:CA#8344 SC:CA#3579 I SUPPORT POST WITH SIMPSON $ CONTACT US WITH YOUR COMMENTS 2x8 SPF#2 OUTLOOKERS COMMENTS @ LP•A.COM LGT4—SDS3 PLUS. (2)HTS16 55.5 -- --- ----- -- -- --- --- @ 24 O.C. (TYP) — --- -- --- -- i `,���U111111g111ry111/Iy���,�' ' ' I Potv 58, n5n o / 1 / . / I \ ° \ / \ / \ / \ / \ / 1 / o \ / / \ / / \ / / \ i / 1 / / I \ No.53311 _ I ` ` H64 4��'L \/ \/ 1 \/ \/ \/ H5 PL --d _ = o \/ 1 16 1/ \/ \/ \/ _ STATE OF ; � ; N ,l \ / \ / 1 J K 1 l X M •. B 4/41 F. �.' •. I / \ �0,�•��OR10P•' ter`•�� °� I 1/-1EVI DATE 1111 11 IF]> } J J a •- J 16" IL G59 D51 BM B45 I co 24 OC FlELD ALTERATION LLJ \\ ____ _____ CONTRACTOR SHALL CONTACT LOU PONT GO$ASSOCIATES PRIOR TO ? I `\----------------- --------- ------, ��r0 _ _ r , I MAKING ANY STRUCTURAL FIELD z � 10 ; I 1 MODIFICATIONS WHICH MAY VARY < I FROM THE INTENT OF THE ORIGINAL P CONSTRUCTION DOCUMENTS.ANY O 7 FIELD ALTERNATIONS MADE PRIOR TO = I ` C4/ --------------- BEING APPROVED BY LOU PONTIGO$ \ / Ir \ I 1.75x725" LVL STRUCTURAL ASSOCIATES BY RESULT IN LOUPONTISUB—FACIA. FASTEN AT EA. ADDITIONAL ENGINEERING OR 1 / I I Q � 24" M I I RUSS TAIL AND OUTLOOKER INSPECTION FEES. 'T F— n- f ---- _- /1 /\ I I w/A34 FRAMING CLIP & 4-12d TOE NAILS TYP / \ \ ��I I RUN GABEL FRAMING C48 / \ 1 I i OVER C48 TO C47 ORTS a X uPyb4) o i I \ \ / / 1 0521 ! il i 1 / 1 / \ / rp I a ; I G60 I / \ / \ / \ x z K 49 -PL L M3 BM-8 - 0 I /o ------ / \ \ I ' PITCH: 1.7/12 a Uj LL m F] _ _ I OVERHANG: VARIES I ' FLOOR SYTEM: 24" SYS42 - - 5 � __ - I ----------_—_—_—_ _� WIND CODE: 130 MPH EXPOSURE D CLOSED Ln ry 1.75,x7.15", LVL STRUCTURAL a 7 6i I I 2x8 SPF#2 OUT LOOKERS SU FACIA. FASTEN AT EA. ALL TRUSS PLATES ARE ALPINE PLATES + }} j II E55 APPROVAL 1999-3 I ' 24 O.C. (TYP) RX,,, TAIL AND OUTLOOKER # } I w/A34 FF�MJ CLIP & ALL BEAMS ARE BOISE-CASCADE B M—9 - °' I , DE VERSA LAM 0 i I I 4-12d TOE: NAIL (TYP) APPROVAL# FL2023.1 Q 24" OC I W - - W 11 = O 2x8 SPF#2 OUT LOOKERS I I m I FAUN GABEL FRAMING mUj I Q — II @ 2f' O.C. (TYP) OVER E56 TO E55 E56 I I BM-1 3-1.75" x 16" LVL 13' z ' W BM G62 BM- ' I I BM-2 2-1.75�� X 24" LVL 15' �. W I , � � I BM-3 2-1.75 X 24 LVL 12 O BM-4 2-1.75" X 24" LVL 24' I II I E57 2-P ' BM-6 2-1.75" x 12� LVL 24' J U i 1 I I x 12 LVL 11 Lij BM-7 2-1.75" X 12" LVL 16' O m 11 I IL I I BM-8 2-1.75" X 12" LVL 13' ( n I ' I 11 BM-9 2-1.75" X 9.5" LVL 10' V J L _ _LJ HANGERS ON JOB ARE AS FOLLOWS z 1.75x7.25" LVL STRUCTURAL UNLESS NOTED OTHERWISE O ' SUB—FACIA. FASTEN AT EA. I � H6 I RUSS TAIL AND OUTLOOKER APPLICATION PART # APPROVAL # Q I ' 10 w/A34 FRAMING CLIP & 1—PLY TRUSS HUS26 FL10655.94 S5.2 4-12d TOE NAILS (TYP) 2-PLY TRUSS HGUS282 FL11468.8 1.75x7.25" LVL STRUCTURAL I SUB—FACIA. FASTEN AT EA. J N I 10 RUSS TAIL AND OUTLOOKER S5 2 w/A34 FRAMING CLIP & 4-12d TOE NAILS (TYP) I I I ROOFP CEMENT PLAN ROOF SCALE: 1/4" = 1'-0" TRUSS NOTE: 1. FASTEN ROOF TRUSS TOP PLATE SIMPSON (2)H2.5T PLUS 2-12d PLACEMENT TOENAILS. SEE PLAN FO OTHER CONNECTORS. PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME PUOPOLO RESIDENCE DESIGN/DRAWN/CHECKED CS KJL LAP DATE 09.09.13 CONTROL NO. TRUSS ID. 30312 LPA NO. PUPL-13-00499 SHEET S2.2 SHEET 6 of 14 i� I r TYPICAL WALL STRAPPING SEE 2/S5.4 CONVENTIONAL STRAPPING AREA, SEE 6/S5.5 GABLE TRUSS 4-PLY GIRDER G58 H64 GIRDER Lou Pontigo and GABLE TRUSS TRUSS Associates, Inc. D50 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 ! FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS 3-PLY GIRDER COM H65 GIRDER111 81 91 In Ti • 9 GABLE TRUSS TRUSS ,w���•��C,ENS�••.�.Q B43 � � a N0.53311 ._ °s• ST ' A ••� fi POS ASTEN ++► " o PER RE"-SX]I SLS DATE i S TRA TO WALL FRAMING TU BELO w/ -C S 6 STRAPS FIELD ALTERATION PROVI E SOLID BLOCKING CONTRACTOR SHALL CONTACT LOU AT FL OR SYS PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. RUT ---r - -T- -r- -- --- --- --- ---T ---r ---r ' SIMPSON HDC10/22-SDS2.5ONCENTRIC I I I I I I I I I I I I I I I I I I HOLDDOWN. INSTALL INSIDE HARDWARE WVITH REMAINING JACKS EA. SIDE. • W CJ'l 1 SCHEMATIC NORTH ELEVATION S3.0 SCALE: 1/4" = V-0" U u. . - *- --- GROUT SOLID 5"x5" CUT IN "} O ALL AROUND PIPE 8" CMU WALL 7 O CONCRETE RAKE 4"0 HOLE IN W CONCRETE WALL 10 BEAM, SEE 9/S5.2 --- -- --- - --- O S5.2 8" CMU WALL I GABLE TRUSS W ., D54 O CONCRETE RAKE I 1 1I 171 UI 10 BEAM, SEE 9/S5.2 - S5.2 z 8x CMU WALL 11 lur ENLARGED DETAIL Q 1 I I N.T.S J 4"0 HOLES IN I I I 1 IAl l;4 61 61 W ` GABLE TRUSS CONCRETE WALL, ' C49 (Beyond) SEE ARCH. FOR I I 1 I 1 1 1 LOCATIONS - 1 1 II F I I 1 FF I I lo I 1 b � 1 I11 1 8x24 C.I.P ' 1 1 I I 1 I I I 1 I I I 1 1 11 CANTILEVERED 1 1 I CONCRETE BEAM II10 011 '01 --- -- --- -- --- --- -- --- -- -- -- ---- --- -- --- -- --- - 1 I H 1 ! 1 1 I 11 Iii 1 0 11I I I 1 1 I I 1 1 1 1 I 1 1 i 1 I 1 1 1 1 1 1 11 II I, I 11 II ---- 1 II I oil! 111 Dili a II 11 I 1 1 1 _ I 1 I _ ' I _ - !11 11:'I - 11 I'' h .i�T�' .I tY I! 1.1 1�r�1 1 'e j 1-y� -i, --t--__-Gam___-_ - _-1�__-_-ti^ ---t --•at :..+-kl--�---t---•--1.-�___:.t----__-fig- __ II.. •I N I I 1 I 1 I' 'I I 'I.I 1 I I 4:�'f 11 .. f' .. 'I d1 I. I• I 1 i!. �d 1 1 �I. 1___ __1_ ___ ___ _I , __-- 11 I � I lI..I .11� , ,l!'I-1 '•a 1'�I Le' I'1�1 it � '•. .' .1'V. � �..' d .I� ' � , '.I l b I ��. ..Nli .� I .� -I"� J >I . . N'.I I I., 1 dl 1 •� .1 _` ,.. A �• .%L �_ .:tet`. .'L_.� .i-� 'E L.- d .. LL T --- T--- --Z_ --- T-- --r ---- -- 7 — I I I I I I I I I 1 I I I I I I r1% 1131.91k I r% STRUCTURAL 1 1 I I I I ® ■ I 1 I 1 1 WZ - ELEVATIONS - 1 . . 1 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 j--' --- -j-- ---1 ---- 1-- --T I I I I I 1 I I TOP/ FLOOR TRUSS } -4-4 I I I I I I I I I I 1 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS EL. SEE ARCH. PLANS 1 1 1 1 1 I I I 1 I I I I I I I I UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR 1 1 1 1 1 I I 1 1 I I CONTACT THE E.O.R. '• � I i PLAN NAME 1 i i 1 i PUOPOLO RESIDENCE 1 1 1 1 1 1 1 i I I I I I 1 1 DESIGN/DRAWN/CHECKED CS KJL LAP ii it 11 HI i it DATE I I I I .I 1 1 1 11 1 1 09 09 13 CONTROL NO. , VERTICAL SLOT (HOLE) IN CMU TRUSS ID. TYP. CMU LINTEL, SEE WALL. PRVOVIDE REINFORCED, 30312 LPA No. 4/S5.2 GROUTED3 CELL. EA. SIDE PUPL-13-00499 SHEET 2 SCHEMATIC - SOUTH ELEVATION , S3.0 S3.0 SCALE: 1/4" 1= —0" SHEET 7 of 14 !I I I 8" CMU WALL w/ #5 VERT. 8"x8" BOND BEAM w/ STD. 90' HOOK INTO FOOTING TYPICAL WALL FRAMING AND w/ 1—#5 CONT. ANCHORAGE PER ALIGNED w/ WALL REINF. PROVIDE CORNER ��� CONSTRUCTION SPECS ABOVE. SEE PLAN OR BARS (TYPICAL) i SCHEDULE FOR SPACING \ 1#5 CONTINUOUS, PROVIDE FOR INFO. NOT SHOWN, I I CORNER BARS (TYPICAL) SEE DETAIL 1/S5.0 ' x , a ' ~ & IBEND DOWN O.C. Q MONO SLAB FOOTING AT PORCHES Lou Poat s, and \� �/ WHEN SPECIFIED ON PLAN w Associates, Inc. L P' ' A CONC. STAIRS 420 Osceola Avenue � #4 HOOKED DOWEL w/ ��/ _ SECONDARY POUR N SLAB ON GRADE, Q Ph.242-0908 ax. Beach, IFaxa241�95057 TOP OF FOOTING a SEE PLAN -� 24 LEGS EA. WAY AT GARAGE CURB DETAIL �' /� o STEMWALL VERTICAL. �\ #4Co? 18" O.C. FL:CA#8344 SC:CA#3579 CONC. FILL ALL CELLS \ DOWELS BEND GRADE OR CONC. BELOW GRADE (TYP.) SLAB ON 8 CMU STEMWALL w/ o o\ INTO STAIRS. 1#5 CONT. CONTACT US W17N YOUR COMMENTS /�\/ #4 HOOKED DOWEL w/ GRADE #5 VERT. HOOKED INTO \ COMMENTS @ LP-A.COM SLAB, SEE PLAN ° ��- FOOTING @ 40" O.C. �Q\ $ 4" MIN. DRIVEWAY SLAB 24" LEGS EA. WAY AT / /� SEE PLAN SEND 2 —0 INTO SLAB \\/\�\ STEMWALL VERTICAL. SAB GRADE SOEE PLOAN � TYP \\\a BY BUILDER ,5 p,..PON \�\,=� ��� ° /�\ 3 ( ) GRADE OR SLAB a SLAB ON ;.o`J��,•.�GEN /G;' \\\ a a — z Q a GRADE— v,. �. SF %; \ da d a \ ��� a e \ \\�/ o a �,� SEE PLAN No. STEMWALL REINFORCEMENT \ #4 DOWEL TO MATCH %/�. .Z / �\ -� .— o a / • �j ;�� CMu ` WALL REINFORCING \\\�'°°�, �\� o I a STATE OF COURSES REINFORCING \ CONT. CONCRETE FOOTING �\ �� -� _ dQ ��Q•'•,� •.•''� 4 IN- 1 TO 4 #4 VERT. 0 48"O.C. \ '� � � •t©RIOP ���r C 12"x24" #3 © 48'o.c OR a 4 d° TYP. FTG. EXTEND TYP. FTG Co? CONT. CONCRETE ` '/QAL���„ 5 TO 8 #4 VERT. ® 24 O.C. BAR CHAIRS • WIDTH, SEE STAIRS & PROVIDE FOOTING — SEE „ w/(3)#4 OR CONTINUOUS CONCRETE 9 TO 10 #4 VERT. 8 O.C. / / DETAIL 1/S5.0 #4@ 18" O.C. E.W. 1/S5.0 �SO'S DATE (2)#5 CONT. ��' FOOTING — SEE 11/S5.0 STEMWALLS OVER 4 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT AT WALLS GREATER THEN 12"x24" REINF. BETWEEN EVERY OTHER 4'-0" HIGH, NOTIFY E.O.R. w/(3)#4 OR COURSE. FILL CELLS SOLID. FOR TEMPORARY BRACING (,2)#5 CONT. LAYOUT PLAN. 1 STEM WALL AND FOOTING AT FRAME WALL 2 STEM WALL AND FOOTING AT CMU WALL STEMWALL AND CONCRETE STAIRS SECTIONr_4'*`NTHICKENED SLAB AT GARAGE DETAIL Fl�ALT RAnav S5.0 SCALE: 3/4" = I'-0" CONTRACTOR SHALL CONTACT LOU S5.0 SCALE: 3/4" = 1'-0" �-o SCALE: 3/4" = 1'-0" W-0 SCALE: 3/4" = 1'-0" PONTIG08ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 2— 4x4'-0" CTRD FROM THE INTENT OF THE ORIGINAL # CONSTRUCTION DOCUMENTS.ANY 1#5 CONT. SLAB ON ON SLAB FIELD ALTERNATIONS BEING APPROVED BY LOU PONTIGRIORo e ADDITIONALASSOCIATSENGINEER NG OR ' � . Y RESULT IN GRADE, INSPECTION FEES. SEE PLAN i� AB REINFORCEMENT 1/8"x (y4 SLAB DEPTH) SAW CUT THICKENED EDGE w/ 1—#5 CONT. » IN TOP 1/3 JOINT. PROVIDE SAWCUTS TO CREATE 12 x12 METAL SCREED KEY JOINT OF SLAB APPROXIMATE 16'x16' MAX. SQ. (SIMILAR TO DAYTON SUPERIOR INTERRUPT WWF AT JOINT VAPOR BARRIER SLAB JOINTS G-33) IN COMBINATION WITH w Q PLASTIC CAP STRIP g N SLAB INTERSECTIONS • 5 THICKENED SLAB DETAIL SLAB REINFORCEMENT . .. . . . . ::. .: .:. : .... VAPOR BARRIER IN TOP V3 OF SLAB COMPACTED FILL i�_; _,,, „_,,,_,,1 1 '111, ,;,-Ir;_ BLD. CORNERS • S5.0 SCALE: 3 4" = 1'-0" PER GEOTECH HII=SII-LIL ,111 tll JI1,-��I=111 11 �11�= CONSTRUCTION14- F ^j ❑ JOINT, OR SAW 2'-0" LLW CONTROL JOINT JOINTS. SOLE PLATE ANCHOR TYPICAL WALL FRAMING �, 1 C 'S RADIUS PER SCHEDULE AND ANCHORAGE PER CONSTRUCTION SPECS. 2—#4x4'-0" (TYP) 3—#5 CONT. COMPACTED FILL i I�O�TE. _ 2 #4x4'—o" -.� PER GEOTECH' NOTES: TYPICAL' AT ALL SLAB EACH SIDE (4 a: SLAB ON - 1. RIPS, TEARS AND HOLES IN VAPOR BARRIER AND RETARDERS SHALL RE—ENTRANT CORKERS PAIRS) O i ° GRADE, BE REPAIRED PRIOR TO PLACING CONCRETE. SEE PLAN 5i� x24 SMOOTH _ = O / DOWELS Co? 24 o.c 1'-0" 1'-0" 2. NO REINFORCEMENT SHALL EXTEND THRU CONSTRUCTION JOINT. SLAB CORNERS („V 4 / 3. SEE SO.0 FOR SPECIFICATIONS FOR JOINT SEALANT. E -, \` • •' a GREASE & WRAP FLOOR DRAIN SLOPE SLAB z / ON END THRU HOLES 4. JOINTS SHALL BE SAW CUT NO LATER THAN (12) HOURS AFTER O CONSTRUCTION JOINT CONCRETE HAS BEEN POURED. OR BLOCKOUTS TO DRAIN " » IN METAL KEY JOINT 5. C.J. INDICATES CONTROL JOINT. AT CONTRACTORS OPTION NOTE: FT. TYP. AT ! CCJ THESE DETAILS APPLY TO FLOOR DRAIN w/(3)#5 CONT. CONSTRUCTION JOINT CAN BE SUBSTITUTED FOR CONTROL JOINT. SLAB TYPICALLY OVER ENTIRE U PROJECT. USE AS REQUIRED FLOOR DRAIN OR BLOCKOUT0 W BASED ON SLAB JOINT REINFORCEMENT DETAIL n Ln CONFIGURATION. 6 BEARING @ INTERIOR WALL DETAIL SLAB JOINT DETAILS Z SCALE: 3 4" = 1'-0" „ _ > » 8 TYPICAL SLAB REINFORCEMENT DETAILS 0 S5.0 / �-o SCALE. 3/4 — 1 —0 S5.0 SCALE. N.T.S Q TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 4” CONCRETE SLAB ON GRADE, SEE 1—#5 CONTINUOUS FOUNDATION PLAN 1—#5 CONTINUOUS #4»24 ® MONO SLAB FOOTING AT PORCHES, 4" CONCRETE SLAB 24 O.C. WHEN SPECIFIED N PLAN. X_d X ON GRADE, SEE 1—#5 CONTINUOUS FORMER SLAB ON GRADE,STEPT \ x ARCH'. SEE FOUNDATION PLAN INVERTED d SEE PLAN. FOUNDATION ION #4 HOOKED DOWEL w/ �� /� �� a a V DRIP /> 24" LEGS EA. WAY AT \� - \� \� 4 x xo . x x :a a 3 \ ` \ DETAILS STEMWALL VERTICAL. ///// // i 8 CMU STEM WALL W/ \\ \\ \\ \\ \\ K STEP, SEE M /��j #4 HOOKED DOWEL w/ #5 VERTICAL DOWELS TO / //�//�//�//�`/ / / ARCH. (6" MAX.) Q \/ / 24" LEGS EA. WAY AT MATCH VERT. w/ STD. \��\\�\�\\�\�\\\\ �� /\ j\�j\ STEMWALL VERTICAL. 90' BEND INTO FTG. DO NOT SCALE DIMENSIONS FROM 00 � �. ALIGNED w/ #5 VERT. %°i° /�\j CONT. CONCRETE FOOTING THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR REFER TO THE REINF. ABOVE (TIP) \\ SEE 1/S1.02 ARCHITECTURAL DRAWINGS OR a a aQ CONTACT THE E.O.R. Q 12"x24" CONTINUOUS a r NAME J • • \ • - PUOPO 0PLAN RESIDENCE � ° CONCRETE FOOTING, W/ 2—#5 CONTINUOUS / DESIGN/DRAWN/CHECKED I'o AND #3 HORIZONTAL 12"x24" CS KJL LAP 3' CLEAR TIP OR BAR CHAIRS AT DATE 12"x24" 48" C.0 (TIP) w/(3)#4 OR 09.09.13 (2)#5 CONT. coNraoL No. w/(3)#4 OR (2)#5 CONT. muss ID. 30312 LPA NO. 9 STEMWALL AND FOOTING AT STEP DOWN 10 STEP DOWN TRANSITION _ STEMWALL AT PORCHES PUPL-13-00499 S5.0 SCALE: 3/4" = 1'-0" S5.0 SCALE: 3/4" = 1'-0" S 0 SCALE: 3/4" = 1'-0" SHEET S5,0 SHEET 8 OF 14 n* i i 8x8 BOND PROVIDE HORIZONTAL JOINT BEAM wREINFORCEMENT AT 16" O.C. B 1- E CONT. VERTICALLY, (EVERY OTHER PROVIDE ORIZONTAL JOINT COURSE REINFOR MENT AT 16" O.C. BRICK PAVERS VERTICAL (EVERY OTHER CONT. OPEN LINTEL OR SLAB COURSE BOND BEAM w/ Lou Pontigo and (1)#5 VERT. 1-#5 REBAR. BY OTHERS. Associates, Inc. ®24" O.0 INTO FILLED CELL. CONT. OPEN LINTEL BRICK PAVERS 420 Osceola Avenue BOND BEAM w/ OR SLAB \\/\\/� )ax. Beach, Florida 32250 (TYP). 1-#5 REBAR. BY OTHERS. Ph.Ph. 242-0908 Fax. 241-9557 / FL:CA#8344 SC:CA#3579 8" CMU CONTINUOUS 8" U-BLOCK BOND CONTACT US WITH YOUR COMMENTS WALL TYP. X X COMMENTS a LP-A.COM BEAM w/1-#5 CONT. \\ \ \ z „ d /�// 8 CMU W/ #4 @ 48 Q /\/\/ 8 CMU W/ #4 CO? 40 � x Z 2'-0" OF /��\ O.C. CENTERED, GROUT Q 2'-0" OF O.C. CENTERED, GROUT - o 8" CMU WALL w/ QFLAT // ALL CELLS. wFLAT GRADE ALL CELLS. P #5@ 24 O.C. IN - P`.,.....Nle GROUT FILLED CELLS. 04 X z 8 3" CLR. 8" °v�'�� S '°•'O SLAB ON GRADE, :r, LA \ \ N = No.53 11 SEE PLAN. _ ' yc o 3" CLR d \��/��� . GRADE y o �,/� ,o• STATE OF _ ORIt STEPPED FOOTINGo I I Q - 00 #4 DOWEL W/ AIIAL SEE 8/S2.0 FOR 10" HOOK 2-#5 CONT s ' " DATE REINF. a o a TYPICAL HOUSE DOWEL w/ 24„ CENERED24" OC 10'# HOOK ALIGN # 0 24" w/ #4C@N20" OC • • r 12x36 CONT. a FOOTING, SEE 1/S5.0 w/ VERT. REBAR CENTERED CONC. FOOTING 3'-0" w/ 4-#5 CONT. LONGWAY & #4@24 SHORTWAY TOP & BOT. 1 '- " LL DETAIL 2 TYPICAL A/C SCREENWALL 3 3 - COURSE RETAINING WALLK4"� 5 - COURSE RETAINING WALL RELD ALTERATION 6 0 HIGH CMU SCREENWA S5.1 SCALE: 3/4" = 1'-0" 55.1 / ' » " » PONT IGOaASSOCIATES PRIOR TO SCALE: 3 4 = 1 -0 S5.1 SCALE: 3/4 = 1 -0 S5.1 SCALE: 3/4" = 1'-0" CONTRACTOR SHALL CONTACT LOU MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTK30 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. CONT. OPEN LINTEL BRICK PAVERS OR SLAB BOND BEAM w/ BY OTHERS. 1-#5 REBAR. #5 CO? 8" O.C. VERT. BARS IN GROUT FILLED CELLS. W MASONRY PIER SEE PLAN • J 2 4© 8" 0.C. Uj O LL Q ? 8" CMU W/ #4 0 24" ( )DOWEL BARS Z O.C. CENTERED, GROUT 4 LO XALL CELLS. EMBEDDED 9 INTO Uj FOOTING. SEE DOWEL 7 2'-0" OF BAR DETAIL ABOVE g�� w FLAT GRADEU - #4 DOWELt - O Q PROVIDE HORIZONT - JCjINT // / � BAR DETAIL I' 8 -' » REINFORCEMENT AT 16 O.C. i" CONCRETE FOOTING � 3 CLR. /� O z VERTICALLY EVERY OTHER SEE PLAN , ( W `V COURSE) z iso \� \ o e e a 0 _j I� Q --- 0 Lu #4 DOWEL w/ HOOK ALIGN 3-#5 CONT Ln 10 VERT. REBAR 30" w/ #4 � 24" OG z , w/ CENTERED O J 5 7 - COURSE RETAINING WALL 6 CMU PIER FOOTING S5.1 SCALE: 3/4 = 1'-0" S5.1 SCALE: 3/4" = 1'-0" Q FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME PUOPOLO RESIDENCE DESIGN/DRAWN/CHECKED CS KJL LAP DATE 09.09.13 CONTROL NO. TRUSS ID. 30312 LPA NO. PUPL-13-00499 SHEET S5*1 SHEET 9 OF 14 FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" CMU/CON C. BOND 8x8 PRE—CAST LINTEL, SEE TO 9'-4" WIDE, PROVIDE WIDE, PROVIDE 1—#5 BEAM AT 4/S5.2 FOR OVERALL LINTEL 2—#5 VERTICAL EACH VERTICAL EACH SIDE TOP OF WALL, DEPTH AND REINFORCING. SIDE OF OPENING. OF OPENING. 11/2" VERT. EDGE DIST. SIMPSON MBHA A •' �' TO TITEN SCREW. FASTENED TO Lou Pontigo and MASONRY WALL • • Associates, Inc. SIMPSON HUC410w/1—ATR . 420 Osceola Avenue TYPICAL WALL OPENING, 8" T&B ' 8 CMU TYPICAL REINF. SEE ' �.�• FASTENED TO CMU 3/,"X8 EMBEDMENT • WALL AS SCHED. ON SEE PLAN OPEN BOTTOM OPEN BOTTOM 4 Iax. Beach, Florida 32250 JAMB REINF. WALL REINF. - / AND TO JOIST Ph.242-0908 Fax. 241-9557 PER PLAN SEE 2/S5.2 SEE SCHED. PLAN. _ ..y LINTEL BLOCK, LINTEL BLOCK, WALL w 18—3/16"x23/4" • • FL:CA# 8344 SC:CA#3579 ON PLAN. PLAN VIEW AT TYPICAL j; WITH 2—#5 TOP .I WITH 2—#5 TOP TITEN SCREWS AND TO w/18-10d NAILS. WINDOW DOOR OPENING & BOTTOM & BOTTOM JOIST w/10-10d NAILS. CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM K'2 CMU JAMB REINFORCING lull_ 8x12" LINTEL 8x16" LINTEL P PoN �,,ry�� S5.1 SCALE: 3/4" = 1'-0" CONNECTOR A J°.y�GENSc� � '��•,- SIMPSON HUC410 SIC°PSONTMBHB `a `�°••••.•...° No.53311 - * *_ 1— 5 VERTICAL EACH �. STATE Qf= ' 25" LAP MIN. CORNER, INTERSECTION, @ SPACING INDICATED NOTES: CONNECTOR NOTES: Q o WALL ELEVATION « . 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. 1. CONNECTORS TO BE ATTACHED TO FULLY GROUTED CMU WALL. '••� P.•''� ' o ON PLAN OR SCHED. •.. QR10..• it 2 FOR OPENING LOCATIONS SEE ARCH. PLANS. ' C� HOOK VERTICAL WALL REINF. AT z 3) PROVIDE 8" BEARING EACH SIDE OF OPENING. 2. ATR IS ALL THREADED ROD. ` ����►�� �' TOP OF WALL INTO CONC. TIE .' 8" CMU WALL. 4) GROUT LINTEL SOLID. J BEAM OR CMU BOND BEAM. IF Q 5) BOTTOM SHALL BE A PRECAST "U" LINTEL. 3. MBHA SHALL BE INSTALLED w/ATR USING SIMPSON SET DATE Q WALL TERMINATES AT STAB, _ EPDXY—TIE 63/4" MIN. EMBEDMENT REQUIRED. ATR TO BE 3/4" x o � z HOOK REINF. INTO SLAB. w J !� N 8" LONG, GRADE A307 OR BETTER. CY o � #5 HORIZONTAL TIE BEAM 4. SKEWED CONNECTOR OPTION IS AVAILABLE FOR BOTH HUC410 a- w 8x16 BOND BEAM "` _REINFORCING ONLY ONE N o w z ( AND MBHA. INSTALLATION IS SIMILAR TO DETAILS ABOVE. Q ~ Lf) Q BOT #5 TOP & z N BAR SHOWN FOR CLARITY). Z [) El Q O z '� FILL ALL CELLS SOLID WITH GROUT THAT w w � KT"`),,TYPICAL HORIZONTA CORNER SPLICE 4 TYPICAL CMU LINTEL 5 MASONRY HANGERS FlFI n�►L A-nory REQUIRE VERTICAL a (A 0S5.2 SCALE: 3/4" = 1'--0" 5�.2SCALE: 3/4" = 1'-0" S5,2 SCALE: 3/4" = 1'-0PorTirGO ASSOCIATES PRIOR TO o JOINT REINF. REINFORCING AND ALL (' MODIFICATIONS WHICH MAY VARY AT 16" O.C. CELLS BELOW GRADE. Q FROM THE INTENT OFTHE RIGIINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTGO$ n' DD IONAL ENCIATS GINEERING Y RESULT IN Z Q AOR Q _ J O D __j8x1 6 BOND INSPECTION FEES. vwi STD. 90° HOOK BEAM (TYP) _ oa w LAP LONGITUDINAL LAP I= Ln DWLS. TO MATCH z 40 BAR DIAMETER FOOTING, WALL OR BARS 40 BAR DIAMETER o VERTICAL REINF. .._s,;, a BOND BEAM of (TYP. U.N.O.) to d d Q F d 4 Q L1 tY = YCLEAN OUT HOLE ° ° a o J o AS REQUIRED. 4 . d d PLAN SECTION 8x16 BOND w a ,MVV a J III Q BEAM (TYP) WALL FOOTINGC] LL Ad w LONGITUDINAL �' Q SEE PLAN. ¢ BARS CORNER SPLICE BARS SAME • • CONSTRUCTION JOINT (IF ¢ o SIZE & QUANTITY AS HIGH HT. GROUTING NOTES: REQUIRED) —I D_ LONGITUDINAL REINF. BARS WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT m a uj SHALL BE 12'-0". o SIZE & QUANTITY AS SPLICE � REFER TO SECTIONS & DETAILS BARS SAME LONGITUDINALFOR REBAR SIZE & QUANTITY O 2. IF HIGH UF1'�-;.GR0Ul- NG IS USED, C REINF. BARS d LOW HT. GROUTING NOTES: REINF. SHALL BE FULL HEIGHT AND Q REFER TO SECTIONS '� � F. FOOTING, WALL OR 1. USE 5'-0" GROUT POUR HEIGHT FOR 4 � O A CLEANOUT HOLE IS REQ D AT DETAILS FOR REBAR SIZE BOND BEAM BAR SIZES #3 THRU #5. CELLS WITH REBAR. & QUANTITY LIJ 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN ' O BAR SIZES #7 AND ABOVE. LIFTS TO PREVENT BLOWOUTS. INTERSECTIONS CORNERS J 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND NOTES FOR GROUT TYPE AND GROUTED STRUCTURAL NOTES FOR GROUT #5 VERTICAL TO TOP O W CELL SIZE. TYPE AND GROUTED CELL SIZE. OF BOND BEAM STEP. TYP. CONTINUITY PLAN0 Z 1 TYPICAL WALL REINFORCEMENT 6 FOR REINFORCING IN CONC. WALLS, FOOTINGS, BEAMS, & CMU BOND BEAM 7 MASONRY WALL STEP SCALE: 3 4" = V-0" SCALE: 3 4" = 1'--0" SCALE: 3 4" = 1'-0" S5.2 / S5.2 / S5.2 / 30 Lb. ROOFING PAPER BETWEEN CMU & WOOD FRAMING. N Q , NEW 8" , CMU WALL. FORMED AND POURED CONCRETE H3 HURRICANE CLIP @ EA. 2x- NEW TIMBER ; — — — — — — a RAKE BEAM w/ 2-#5 CONTINUOUS, OUTLOOKER TO TRUSS. FRAMED WALL MINIMUM THICKNESS 4" ABOVE *N1. CORNERS OF MASONRY BLOCK FASTEN WOOD TO CMU 4-12d TOENAILS 2x8 BLOCKING 2x8 PT SYP#2 PLATE WALL w/ SIMPSON LS70 �' 10 PLUS A34 CLIP w/1/2%10" ANCHOR BOLT @ 24" O.C. VERT. w/ 8„ CMU WALL. ° .. a \: a „ _\ tea. S5.2 @ 24 o.c w/2x2x /2 (2)�s x2Y4 TITEN SCREWS I I PLATE WASHERS TO CMU & (4)10d TO FRAMING. 1.75x7.25" LVL STRUCTURAL 11 WOOD FRAMING TO CMU WALL CONN. MASONRY SUB—FACIA. FASTEN AT EA. `IIS5.2 DETAILS FASTEN 2x8 P.T. SYP#2 I ° ° CONVENTIONAL •. 2x8-SYP#2 TRUSS TAIL AND OUTLOOKER WINDOW DOOR BUCK TO 8" 8,� CMU REINF. RAFTER a OUTRIGGER WINDOW/DOOR TRUSS, w/A34 FRAMING CLIP & 16d COMMONS CMU w/ 1/4" x23/4" TAPCONS4 SEE PLAN ® 24 o.c 4-12d TOE NAILS (TYP) @ 8"o.c FLOOR BEAM @ 16"o.c INSTALL 3 MIN. I ' �. PENETRATES WALL AND SIONS FROM EACH SIDE. a\. SIMPSON A35F FRAMING BEARS, SEE PLAN THESE DRAWINGS.IIDO NOT SCALE FANDIMENSION CLIP w/12-8dx11/2" FLOOR NAILS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR AT 24"o.c 8" CMU CONCRETECONTACT THE E.O.R. RAKE BEAM TRUSS {2)MTS12 2x8 P.T. SYP#2 AT EACH PLAN NAME WINDOW BUCK „ CMU WALL, 8" CMU WALL FLOOR DOOR / 8 PUOPOLO RESIDENCE SEE PLAN BEAM' DESIGN/DRAWN/CHECKED --f CS KJL LAP DATE 09.09.13 CONTROL NO. SOLID BLOCKING - BENEATH PORCH TRUSS ID. BEAM 30312 LPA NO. 1 o RAKE BEAM SECTIONK-12 TYPICAL PORCH BEAM FRAMING/CONNECTION PUPL-13-00499 MASONRY DOOR/WINDOW BUCK DETAIL 9 CONCRETE RAKE BEAM DETAILSHEET S5.2 SCALE: 3/4" = 1'-0" S5,2 SCALE: 3/4" = 1'-0" S5.2 SCALE: 3/4" = 1'-0" S5.2 S5.2 SHEET 10 OF 14 I i NAILS ARE PERMISSIBLE AT SOLE PLATE JOINTS INSTALL 2 PLY 1.9E 2 ROWS 16d 3" BUT NOT REQUIRED. 2-0.145x3" PAF, EACH SIDE. COMMON WIRE PAF's MAY BE OMITTED ON ONE SIDE MICROLLAM ® 12"o.c SEE NOTES FOR IF A SOLE PLATE ANCHOR IS WITHIN LVL BEAM EA. SIDE CONNECTION BOUNDARY OF RATED SHEATHING, ASSEMBLIES 12" OF JOINT Lou Pontigo and SHEATHING SEE GENERAL NOTES o SOLE PLATE ANCHOR Associates, Inc. PER DETAIL N Ir— 3" 0 420 Osceola Avenue EXAMPLE OF PANEL v EDGE w/ BLOCKING 11/4" CcD 2x6 ° Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 WHERE REQUIRED =r , 112„ FL:CA#8344 SC:CA#3579 BY GENERAL NOTES 1 /2 ® 2x8 ^ N .?� CONTACT US WITH YOUR COMMENTS CI } °" U BUTT JOINT COMMENTS @ LP•A.COM ° x 1/2 DIAMETER PT. SYP#2 MAX. MIN. NAIL SPACING AT _ ° SUPPORTED EDGES, PLY 1.9E oo N ASTM GRADE A-307 SILL PLATE ,,",` nliz, ���tl�tpUf0prrr GENERAL NOTES 16d COMMON 4CROLLAM X ° 12d NAILS SOLE PLATE BREAK ,,•4 p.. P �t/T LVL BEAM FROM OTHER ERAGE NSe°�0����'. WIRE ® 12 o.c • EXAMPLE OF UNSUPPORTED EA. SIDE SIDE OF 2nd-/ ' 4-16d EA. SIDE UNBLOCKED PANEL EDGE PLY X (3)ROWS OF 5" . No.533 (UNBLOCKED) MULTIPLY LVL & - TRUSSLOK � *� (TYPICAL) 2X12 ENGINEERED WOOD STATE 0 Q o NAILING PATTERN X ° FASTENERS ® 24"o.c '� 's,.F ,� .+,�• ' AS SHOWN 4'-0" MIN. �J,*--"40R� NAILING TO o QNAI.�� ' INTERMEDIATE SUPPORT 2x6 or 2x8 2x4 2x SYP. 2 DBL. TOP rrrrr "' IS Cox MAX. (UON) STUDS, ROOF NAILING PATTERN NAILING PATTERN � PLATE. FASTEN ��� DATE IF TRUSSES, OR TOGETHER w/ (2) FLOOR JOISTS ADD 3rd BUILT-UP 2x_ BEAM FASTENING ROWS OF .131 x3" (2)2x_ 12 o.c STAGGERED UPPER PLATE BREAK (2)2x- MULTIPLE MEMBER 1 SHEATHING NAILING DETAIL 2 BUILT - P MEMBER FASTENING ENGINEERED WOOD BEAMS 4 PLATE BREAK DETAIL REM A'-' `T1ON SCALE: 3 4 = 1 -0 S .3 SCALE: 3 4 = 1 -0 S5.3 SCALE: 3/4 = 1 -0 PONTIGOaASSOCIATESPRIORTO S5.3 SCALE: 3/4" = 1'-0" S5.3 / ' " / °� CONTRACTOR SHALL CONTACT LOU MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY LOCATE FULL HEIGHT FIELD ALTERNATIONS MADE PRIOR TO BEING ANCHOR ON SIDE OF A ASSOCIATES P CIAT MAY RESULT CORNER WHERE UPPER 2x4 BLOCKING S5 3 PENETRATIONS THROUGH STUDS ADDITINSPECTIONFEES. TOP PLATE OVER LAPS 024" O.C. FASTEN eOVER EACH END w/3-10d WALL STUDS NON LOAD NON-LOAD TOENAILS LOAD BEARING OR LOAD BEARING 3Y" 3Y" " L EXTERIOR WALL WALL BEARING BEARINGSIZE WALL NOTCH WALL NOTCH" 3" 3" " 3 3" 3"3" " 3" BORED HOLE SIZE BORED HOLE SIZE40% 60% 60% 25% 40% STUD FACE STUD BELOW 2x4 1 3/8" - 2 } " ��" 1 STUD FACE BORED HOLES � MIN. LOWER TOP 4-10d s " OF PLATE AT BREAKP DOUBLE COMMONS (2)2x4 - 2 2 �" �/8" 1 3�" MIN. STUDWIDTH, BORED HOLES TOP PLATES 2x6 2 Y4" - 3 516" 1 3�" 2 Y4" DIA. 60% OF J WALL INTERSECTION _ s „ 5 " 3 „ „ WID60%TH OF STUD STUD WIDTH QLL ORTHOGONAL VIEW SPICE JOINT 2 2x6 3 �6 3 /6 1 � 2 Y4 WIDTH IF DOUBLE MAX. w OF CORNER CONDITIONS _ 3" " 3"3" 3"3" 3" 16d NAILS 2X8 2 �j8" 4 3/e" 1 13/s11 2 �/s11 STUD 4 3/» 4 3/8" 1 13/16" 2 ��„ 2 2X8 a NOTCH 25% NOTCH 40% r/ . . . . . . . . . .V.dh 3" 3»LYLYLYLY SIZE SIZE _ Q 2x4 1 3/4„ 7 O " � � " " � " � �� E�CTERIOR OR NON BEARING 1 -2 1 -2 1� 1}� 1 -2 1 -2 2X6 2 3/4» CORNER WALL INTERSECTION "` BARING WALL PARTITION W CONDITIONS CONDITIONS 4'-0" 2x8 3 %1p z NOTES: PLATES: 0 Ir O 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SECTION "A" TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF NOTE. 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 FBC 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN NOTE: LEAST 1 Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT O 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 2x4 LAP SPLICE _= 16d NAILS ® 3"O.C(MAX.) MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 2x6 LAP SPLICE _= 16d NAILS @ 3"o.c(MAX.) OPTIONS ARE SHOWN TYPICAL FACE NAILING 16d NAILS @ 14"o.c(MAX.) O FRAMED WALL CORNER AND Q 5 INTERSECTIONS STUDS CONFIGURATIONS 6 NAILING AT LAP SPLICE CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES " - SCALE: 3 4" = V-0" S .3 SCALE: 3 4" = V-0" S5.3 SCALE. 3/4 - 1 -0 S5.3 / / - N Q MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS 2x4 BLOCKING. FASTEN L 4-12d TOE L2x8 SYP#2 OUTLOOKERS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, NAILS (TYP.) @ 24" O.C. EXCEPT FOR T-BRACE SHALL BE 1x4 6-1Od EACH END /3-10d SYP#3 OR BETTER OR 2x4 SPF#2 OR COMMONS TOENAILS H3 HURRICANE CLIP @ EA. BETTER. UON( ) OUTLOOKER TO TRUSS. (1)DIAGONAL BRACE PER `o - 12" LONG 2x4 BLOCKING (4) TRUSSES APPLIED ° 2.)BRACING LUMBER SHALL INTERSECT ROOF WITH 6-10d NAILED INTO TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER TRUSS BOTTOM CHORD OF I°I DELEGATED TRUSS ENGINEER. GABLE END TRUSS I I 1 3.)PERMANENT PERMANENT BRACING WOOD 2X6 �- �� BRACING APPLIED TO I°1 WHERE NOTED ON TRUSS MFR. SHOP A X-BRACE i� WALL SHEATHING UP FRONT SIDE OF WEBS. °� DRAWINGS. THE CONTRACTOR SHALL FRAMING PROVIDE 1x4 SYP#3 OR BETTER I GABLE END TRUSS. ° ° T-BRACE FASTENED TO 1 i BOTTOM CHORD BRACING DETAILS 2X4 T-BRACE. ONLY WALL SHEATHING UP �� ° ° ° WEB w/ 12d ® 6"O.C. °I PERPENDICULAR TO TRUSS BOTTOM REQUIRED FOR BRACE GABLE END TRUSS `� ,�� ° ° ° ° T-BRACE TO BE THE I°I CHORDS AND ATTACHED N EACH LENGTHS > 8'-0 SAME SIZE, SPECIES, 1 1 TRUSS WITH 2-8d COMMON NAILS. AT THREADED ROD TO EXTEND AND GRADE AS WEB 11 GABLE END WALLS PROVIDE DIAGONALS FASTEN w 10d COMMONS DO NOT SCALE DIMENSIONS FROM OVER 2x4 BLOCKING AND CONTINUOUS LATERAL BRACING, SEE 1°I AT END WALLS PROVIDE DIAGONALS THESE DRAWINGS.IF A DIMENSION 15 TO BE BRACED. 1 I UNCLEAR REFER TO THE C� 6 ON-CENTER 8-12d TOE GABLE TRUSS BOTTOM CHORD TRUSS SHOP DRAWING FOR QTY. AND I I (APPROXIMATELY 45%) TO THE ARCHITECTURAL DRAWINGS OR NAILS (TYP.) LOCATION. IF MORE THAN (1) LATERAL I01 ADJACENT EXTERIOR PERPENDICULAR coNTACTTHEE.o.R. FULL HEIGHT WALL ANCHOR BRACE IS NEEDED, OVERLAP BRACE I I WALL BETWEEN EACH LINE OF BRACING PLAN NAME 2x4x6' SYP#2 LATERAL BRACE EA. l°I X-BRACE w/ 2-16d NTO BOTTOM 2X4X24" BLOCKING. AT GABLE TRUSS AS SHOWN. TO FORM A ZIGZAG PATTERN ALL PUOP CONSTRUCTED OF THE SAME BRACING SIGN/D O RESIDENCE CHORD EA. TRUSS. FASTEN EACH END WITH (0 MATERIAL. THIS REQUIREMENT IS NOTIF DESIGN/DRAWN/CHECKED 4-12d TOENAILS NECESSARY AT HIP ROOFS. ALSO Cs KJL LAP ALONG EXTERIOR WALLS PARALLEL TO DATE 0.131x3" TOE NAILS ® 8"O.C. BOTTOM CHORD BRACING PROVIDE os.os.13 FROM BOT. CHORD OF TRUSS DIAGONALS IN THE END SPACE CONTROL NO. TO DBL. TOP PLATE BETWEEN THE WALL AND THE FIRST - LINE OF BOTTOM CHORD BRACING ATA TRUSS ID. NOTES: MAXIMUM SPACING OF 20 FEET. 30312 1. SPACE GABLE END BRACING © 4'-6" MAX. LPA NO. 2. ALL MATERIAL TO BE SYP#2 s PERMANENT TRUSS BRACING PUPL-13-00499 $ GABLE END BRACING SHEET 4 = 1 -0 _ C L 3 SCALE. 3/4" 1 / i S5.3 0 .3 SAE: 19 S5.3 SHEET 11 OF 14 SII TYPICAL WALL FRAMING NOTES: TYPICAL HEADER NAILING 1. USE SPF#2 OR BETTER FOR 0.131X3" TOE NAILS ALL WALL STUDS.. 2X6, 2x8 = (5) NAILS - ROOF SHEATHING, TYPICAL STUD NAILING: TYPICAL TOP PLATE NAILING: 2. USE SYP 2 FOR ALL TOP SEE SPECIFICATIONS »2x10 2x12 IL (7) NAILS ( ) FASTEN ALL TOP PLATES # 0.131x3 END NAILS: g LVL, 11 LVL = (7) NAILS 12 0.131"�x3" PLATES AND SOLE PLATES. (2) Co? 2x4, 14" LVL, 16" LVL = (9) NAILS TOGETHER w/ (3) ROWS Lou Pontigo and 3. USE SYP#2 FOR ALL TOP SEE 8/S5.5 (3) C� 2x6, SYP 2 OF .131x3 Co? 12" O.C. STAGGERED. Associates. Inc. (4) @ 2x8. # 420 Osceola venue HEADERS c A ------, SYP#2 DBL. HEADER, . , 4. ALL WALLS SHALL BE I FULL HEIGHT ANCHOR " FTOP PLATE PER PLAN 4 -0 MIN. Jax. beach, Florida 32250 5ZI I - I - I 6 MAX. Ph.242-0908 Fax. 241-9557 BALLOON FRAMED FULL I I t" i EITHER SIDE OF PLATE �� FL:CA#8344 SC:CA#3579 HEIGHT TO ROOF OR FLOOR I HEIGHT CHANGE CONTACT US WITH YOUR COMMENTS BEARING ELEVATION, U.O.N. ON BUILDER MAY CHOOSE EITHER THE DROPPED COMMENTS @ LP-A.COM PLAN. x_BLOCKING ONLY RAISED ARCHED TRANSOM OPTION: HEADER CONDITION OR RAISED HEADER CONDITION L--_ --____- REQUIfZED IF SHEARWALL HEADER 2x SPF DIAGONAL BLOCKING P PO/V� 5.) FASTEN BOTTOM PLATE OF PERMANENT TRUSS SYP#2 DBL. SIMPSON H2.5T OR DROPPED FASTENED w/ 3-0.131 x3 �5 / y%, INTERIOR LOAD BEARING BRACING BY OTHER TOP PLATE EA. END TYPICAL. J GEN,, .0 0 CRETE SLAB LSTA12 STRAP FOLDED HEADER •• � `\ � '�'' WALLS TOC N OVER TOP PLATE SHEATHING MAY EXTEND 2 w/16d MASONRY CUT NAILS © PAST BLOCKING- MUST INDOW � No.533 • *" ATTACHMENTS 16" O.C. MINIMUM. SEE BLOCKING AT ALL _-_-_-_ -_-_-_-_ ARCHED SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. a STAT U FOUNDATION PLAN ADDITIONAL SHEATHING JOINTS' TRANSOM FULL HEIGHT PER PLANS • ANCHORS AT SHEARWALLS 2x4 FLAT WISE. FASTEN FASTEN LOWER STUD OPTION A�a•':`:�CaR�C��''•+'': ANCHOR SEE •••iq.ff..•.•. Yl EACH END WITH 2-10d TO TALLER STUD w/ _._ SEE RIGHT PLAN FOR SIZE JACK AND SOLE PLATE ANCHOR SCHEDULE �s�1aNAt��'' TOENAILS. ONLY REQUIRED 2—ROWS OF 10d COMS KING STUDS, AND LOCATION AT SHEATHING JOINTS FOR Col 12" O.C. WINDOW SILL SE SEE PLAN THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE ANTERIOR BEARING WALL: EXTERIOR WALLS AND TYPICAL SOLE SCHEDULE —/S SEE PLAN FOR STUD SIZE SHEARWALLS FOR SILL SIZE AN WINDOW SILL SEE ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE REVI DATE) PLATE NAILING: / 2 / AND O.C. SPACING. CONNECTION EAC SCHEDULE —/S— SOLE PLATE ANCHOR: 3/8 40" 16" 2x2x' 8" 3'/ " 1 3 4" ff » ff » » 0.131x3 TOE NAILS: FOR SILL SIZE AND 1 - FLOOR SHEATHING, EN /2 x 6 LG (MIN 1/2 48 24 2x2x /$ 3 /2 1 3/4 CONTINUOUS BLOCKING SEE SPECIFICATIONS (3) 2x4, CONNECTION EACH 31" EMBED.) MASA 48" 24" N/A N/A N/A WITHIN FLOOR SYSTEM (4) ® 2x6' ENDTHREADED WHERE POST IS ABOVE. 16d COMMONS (5) © 2x8. ANCHOR DRILLED & EPDXY w/2"O x " ® 16 O.C. -- -� z w PT. SPF#2 PLATE WASHER, Q SOLE PLATE SEE SCHEDULE BELOW FlFi n gLT�A-Dpi SYP#2 DBL. I I w TOP PLATE I = PONTIGO&ASSOCIATES PRIOR TO CONTRACTORCONTACT I N 0 MAKING ANY STRUCTURAL FIELD r—————— ———— I I J z I I I MODIFICATM THE IONS WHICH MAY VARY I I I J >_ FOUNDATI N SE PLAN co°STRUCTIONDOCUMENTS.ANYL I Q W �' FIELD ALTERNATIONS MADE PRIOR TO I m 8 /2 BEING APPROVED BY LOU PONTIGO e FSI I I I Z MAX. MIN. ASSOCIATES MAY RESULT IN WALL FRAMING AT LL FRAMING AT WALL FRAMING AT ADDITIONPECTIO ENGINEERING I I I I INSPECTION FEES. I w PLATE CHANGE _CONDITION RAIS HEADER C DITION FROM SOLE DROPPED HEADER CONDITION — > N PLATE BREAK E s S5.5 SEE 4/S5.5 2 TYP. WALL SECTIONS SE / INTERIOR BEARING S5.4 SCALE: 3/4" = 1'-0" WALL: SEE SCHEDULE BLOCKING AT ALL FOR STUD SIZE 2x6 SYP#2 BLOCKING BETWEEN SHEATHING JOINTS: AND O.C. SPACING. WALL WINDOW SILL SCHEDULE EA. TRUSS. FASTEN TO TOP • SHEATHING 2x6 SYP#2 NAILER PLATE w/ 10d @ 4" O.C. 2x4 FLAT WISE. ROUGH DROPPED HEAD MINIMUM END FASTENED TO TOP FASTEN EACH END OPENING OR SILL PLATES FASTENER EACH END PLATE w/ 10d Co? 3" O.0 WITH 2-10d TOENAILS. FALL SHEATHING 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS ONLY REQUIRED AT BLOCKING AT ALL TO SOLE PLATE 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILSLn SHEATHING JOINTS SHEATHING JOINTS: RAISE t/ " FROM FOR EXTERIOR WALLS 4 1< 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS AND SHEARWALLS 2x4 FLAT WISE. FASTENJ BOTTOM OF SOLE L EACH END WITH 2-10d PLAN AND FASTEN 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SYP#2 (2)12d TOE �"� WALL U TOENAILS. ONLY REQUIRED HEADER, N O SHEATHING w/8d Ca? 3" O.C. SEE BELOW f-OR BOX GIRTS REQUIRED BETWEEN PER PLAN OPENING (MIN) AT SHEATHING JOINTS FOR WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. PORCH SHEATHING, HEADER j EXTERIOR WALLS AND :�, 70 SHEARWALLS (6)12d TOE NAILS a END SEE SPEC's END LIJ zTOP & BOT. FASTENER BELOW SEE DETAILS SEE DETAILS 2x- SPF T&B w/ , HEADER & i ON S5.0 ON S5.0 12d @ 8" O.C. A PORCH PARALLEL SUPPORT I O KING & KING & JACK TO WA=L PORCH POST, I (2)MSTA24 I (TYP) STUDS SEE PLAN PERPENDICULAR PER PLAN. I STRAPS J r---- ----� r----- --�--� r----- - --� JACKS •I' I U I I I I I SHEATHING PER PLAN TO WALL0 Lu w C) CONT. AT q Q GIRT/VERT HEAD OR SILL. I I I I I I JOINT. SIMPSON LTP4 ON PLATES SEE I I I I INSIDE FACE, IF NO SCHEDULE PORCH SHEATHING SPECIFICATIONS: z L------------J L-------------J L------------J 2X SPF RIPPED JACK STUD Q TO FIT ARCH. ROUGH OPN'G, SEE ARCH. '/2 " GYPSUM (WAFER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6"o.c EDGE & FIELD DEPTH REQ'D. BOX BEAM BETWEEN WINDOWS OR IN TWO STORY FRAMING 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ Cox EDGE AND FIELD SINGLE STORY MULTI STORY SECTION A-A J 4 TYPICAL PORCH FRAMING DETAILS 1 TYP. WALL SECTIONS 3 WINDOW HEAD AND SILL FRAMING s5.4 SCALE: 3/4" = 1'-0" Q S5.4 SCALE: 3/4" = 1'-0" S5.4 SCALE: 3/4" = 1'-0" D' WHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES - CONVENTIONALLY STRAP (-/S-) CONVENTIONALLY STRAP (-/S-) PLAN ADJ. TO GIRDER/BEAM AT UPPERMOST TOP PLATE WASHER FULL HEIGHT WHERE MAX. ANCHOR WHERE MAX. ANCHO -- -- I v \ LOCATE ANCHOR WITHIN w/ NUT AND WASHER p tz 1 PLAN ,,� Q I��I SPACING IS EXCEEDED J/ SPACING IS EXCEEDED 11, ANCHORING SPECIFICATIONS 6 OF POST. I I I FULL HT. ANCHORING SYSTEM: THE THREADED ROD ANCHORING I I I I I I I I SOLE DOUBLE SYSTEM SHALL CONSIST OF Sb A307 THREADED UPLIFT FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I I I I I II POST, PER I I DOUBLE TOP - CONNECTOR PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I I I I T I I PLATE SEE PLAN / LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I I I I I I I PLAN I MAXIMUM SPACING I TOP PLATE, PROVIDE A 2"x 2"x Ya" STEEL WASHER. I I I I I I SEE THREADED ROD -- WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 WOOD II I SPECIFICATIONS ON A OR POST. i THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) SOLID BLOCKING I PLAN I FULL HEIGHT - - - THREADED ROD - r_� r ; - -- -- ROD INSTALLATION: AT ALL PLATE PENETRATIONS, FRAMING I I r---- I I I I I I WITHIN FLOOR I I SEE PLAN _ PROVIDE A HOLE IN THE PLATE 1/4" LARGER THAN THE I TYP I --- - - _7_71WHILE /� I I I I I I (TYP) I v - 1 1 DIAMETER OF THE THREADED ROD USED. DETAILS ELEVATION I — I • �,' � SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER — 4- — — — — I I 1 hJ (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES - - — �- - 1- - - — — —I - -� �-- - - - — -�- — — — — - - I IFLOORI RU�S OR JOIST I I - ( � — — — — — — — — — — — © FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE �c — 1— — t-' — — — — — — -- ROD SHALL BE INSTALLED APPROXIMATELY CENTERED 1.J1� -- ANCHOR DO NOT SCALE DIMENSIONS FROM I ) I I I I I I I I I IN HOLE. RODS MAY BE SLANTED FROM TRUE ET TO THESE DRAWINGS.IF A DIMENSION Is (TYP) I I I I I I I I I SOLE PLATE ANCHORS AT SILL PLATE AT TOP PLATE OF 2 INCHES IN 10 FE UNCLEAR REFER TO THE - STEEL COUPLER VERTICAL BY A MAXIMUM I I I I I I I I I I PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE I I I I I AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.THE NUT ABOVE ARCHITECTU2ALDRAWINGSOR HEADER, I I I I I I I I I AS NEEDED) ► SECURED OVER EEWASHER M AUPPERMOST PSNUG—T1GHT LATE SHALL BE CONTACT THE E.O.R. YPICA I I I I I I I I I FLOOR FULL HEIGHT ANCHOR INSTALLATION CHART CONDITION PLUS ONE—HALF TURN A STANDARD PLAN NAME I I I I I I I POST TO I I FRAMING I I I SEE TABLE AT RIGHT WRENCH (APPROXIMATELY 30 FT.-LBS. OF TORQUE). PUOPOLO RESIDENCE I I I I I MATCH © 0 I -FOR EPDXY EMBEDMENT THREADED DUE TO SHRINKAGE AND COMPRESSION OF BUILDING DESIGN/DRAWN/CHECKED I i i I I I POST ABOVE I I FOUNDATION, ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 AND EDGE DISTANCE. FULL HEIGHT cs KJL LAP I I I I I I I I I I PER PLAN. HOLE HOLE SPEC. DEPTH DISTANCE FT.—LBS. OF TORQUE AFTER ALL TRADES ARE DATE I I THREADED ROD I I I » i » i » » COMPLETE AND PRIOR TO INSULATION. � � 2x2x / 4 4 2 3 09.09.13 3 8 / / s I I I I I I I I I I SEE PLAN / 2 z I I I » � ff » » » CONTROL NO. I I » s ODS SHALL BE I I EPDXY ANCHORING: ALL THREADED R I I s 3 6 2 1/2 � /is � 3x3x /4 6 � DRILLED & EPDXY ANCHORED. SEE INSTALLATION ON EMBEDMENT 5/8 3/4"0 3/4"�D 3x3x'/4" 10" 10" 2Y2" 3„ I I I I INSTALL 1-' STORY THREADED RODS CHART FOR EMBEDMENT AND EDGE DISTANCE TRUSS ID. 6"MAX. FROM WHERE 2-STORY RODS CANNOT BE INSTALLED DEPTH O MONO STEM MONO STEM REQUIREMENTS 30312 KING STUD FULL HEIGHT ANCHOR FULL HEIGHT ANCHOR PLACEMENT DIAGRAM THREADED ROD INSTALLATION CHART LPA —0 WALL SE TION PUPL-13-00499 I 5 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM SHEET S5.4 SCALE: N.T.S S5,4 SHEET 12 of 14 CONT. 2x4 RIBBON BOARD CONT. SHE-ATHING TO BOT. OF NAILED TO EACH TRUSSFLOOR TRUSS. NAIL TO EA. FLOOR TRJSS w/2—ROWS OF w/2-12d COMMON NAILS gd COMMON NAILS @ 4" O.C. FOR ATTACHMENT OF DIAPHRAGM FLOOR DECK, CS16 STRAP @ 32" oc. WHEN PROVIDE DBL. 2x4 SYP#2 BLOCKING FULL DEPTH NOT ALIGNED w/FLOOR TRUSS, BETWEEN FLOOR TRUSSES. ATTACH SEE CONST. TIMBERSTRAND SEE ARCH. FOR Lou Pontigo and INSTALL 2x4 BLOCKING 16d COMMONS TO DBL. LEDGER w 12d COMMON SPECS. WALL STUDS / Associates, Inc. OR LVL BLOCKING BETWEEN RIBBON BOARD & #5 DOWEL BARS TO WATERPROOFING @ 8"o.c BETWEEN EACH ALIGN WITH MASONRY & RAILINGS SEE SCHEDULE AT 4" O.C. STAGGERED. BLOCKING AT BASE OF TRUSS 420 Osceola Avenue TRUSS WALL VERTICAL REBAR ax. Beach, Florida 32250 / s. FOR BEAM 2CONN. (1) ROW 10d @ 24 O.C. I TOP FLOOR TRUSS Ph.242-0908 Fax. 241-9557 EL. SEE ARCH. PLANS EL. _ 2x6 P.T. SYP DECK SUPPORT 1 Od @ 4" O.C. FLOOR DECK, SEE FL:CA#8344 SC:CA#3579 BOT. OF BEAM LEDGER FASTEN TO CONIC. CONTACT US WITH YOUR COMMENTS . 2x6 FROM TOP TO BOTT BEAM w/5/g COMMENTS @ LP-ACOM "Ox5" TITEN HD SEE CONST. 11 OF FLOOR TRUSS. NAIL TO EA ANCHORS @ 24" O.C. SPECS. ------ --- a 8x16 BOND BEAM 1'1 FLOOR TRUSS w/ I FLOOR w/1—#5 T&B CO I NT. f � 1 '°�: ., \\\\t\1{\111111117UIIIIppppppp, 1 1 8d COMMON NAILS @ 3„ O.C. 7%"x2'4” CONCRETE BEAM -- I TRUSS FLOOR TRUSS ,.�0``` P• PQNj�'''% /2—#5 TOP MID & BOT. • ' I I �J '.' TOP/ PLATE HEIGHT » 1 OR JOIST. °v:•�,� 'Ns�r'°•. #3 STIRRUPS @ 12 O.C. EL. +11-0" AFF s ° » ------------ ---------- ----------- ------------ --- �---- ------------- -- -- I a No.53 11 ; o 24 DEEP - - = M g 1 • -.l 1 PRE—ENG. 2x4 BLOCKING BETWEEN � ` � (2)2x8 P.T. SYP#2 FLOOR TRUSS FLOOR TRUSS �;. TRUSSES. FASTEN w/ 4-12D ---- ------------- -------------------� — LEDGER w/ 5/8"x8" OR JOIST. ,o STATE C)F ; SYSTEM TYP.ASTEN OUTRIGGER » 2x12 FLOOR I I °° 9 °• ' t FASTEN 2x6 TO TOP JOIST, 5 ' EL. 11 —0 L— ---- -- ---- A.B. AT 24 O.C. (2)2x12 P.T. SYP#2 O,t.••. } ,,,+•' FASTEN w. 8x16 BOND OF CMU WALL w/(1)MTSM20 BOT. OF BEAM TO BEAM BEYOND 2x6 SYP DECK SUPPORT LEDGER LEDGER w/ /8 x10 BEAM w/1—#5 T t A.B. @ 16 O.C., n' w/ 4— /4 x2 /4 TITEN & CEILING, w/ LUS210 TYP. FASTEN TO LADDER TRUSS PARALLEL STAGGERED DATE T&B CONT. 7-10d AT EA. STRAP. SEE ARCH VERTICAL WEBS w/(3) /4" "�x5 SDS SCREWS @ 24ee O.C. PERPENDICULAR 8" CMU WALL, SEE PLAN FOR REINFORCING 1 2 SECTIO 3 WALL / FLOOR LEDGER CONNECTION SECTION . I S5.5 SCALE: 3/4" = 1'-0" �_5SCALE: 3/4 = 1'-0" S�_5SCALE: 3/4" = 1'-0" FlELD ALTERATION FOR RAISED HEADERS, STRAP THE TOP STRAP i UPLIFT S RA PLATE TO HEADER WITH LSTA12 @ 32" O.C. ROOF FRAMING CONTRACTOR SHALL CONTACT LOU TOP PLATE TO STUD PONTIGO a ASSOCIATES PRIOR TO 2x4 SYP#2 HORIZ. BRACING @ IN LIEU OF THE H2.5A STRAPS ROOF UPLIFT CONNECTOR MAKINGTIOYSNS WHICURAYVAR 24" O.C. BETWEEN OUTER WALL QUICK TIE SECOND STORYH2.5A @ 32" ON-CENTER COSTRUCTIONDOCUME TS.ANY & FIRST INTERIOR TRUSS. NAIL FRAMING FLDALTROM EINATIONSTENT THEORIIORT CONSTRUCTION DOCUMENTS.ANY CABLE FIELD ALTERNATIONS MADE PRIOR TO EACH END w/ 3-0.131x3" NAILS TOP PLATE ELEV. BEING ASSOCIAPPROVATES MAY BY LOU ULT IN 08 ASSOCIATES MAY RESULT IN t + t t ADDITIONAL ENGINEERING OR INSPECTION FEES. FLOOR (TYP) TRUSS SECOND STORK' SHEATHING JOINT TOP PLATE ELEV. 2x4 SYP#2 �_AT BLOCKING. DIAGONAL N' GAP BETWEEN FASTEN EA. SHEATHING PANELS t ` END w/ H2.5A TOP & BOT. 3-10d COMMONS 2X4 BLOCKING TOP PLATE TO STUD OF CRIPPLE STUD ------ BETWEEN TRUSS H2.5A@ 32" ON-CENTER VERTICALS. FASTEN SIMPSON H3 STUD TO LOWER FRAMING: M T 4 ST P E H @ 32 O.C. J CEILING � E O HEA R LINE WALL FRAMING w/3-10d TOENAILS II TOP & BOT. OF MSTA48 OR CS16 STRAP LU LL HEADER TO JACK STUD CRIPPLE STUD @ 48" ON—CENTER MSTA24 STRAP EACH @ 32" O.C. NG STUD TO LOWER WER FLOOR TRUSS PARALLEL SIDE OF HEADER T FR ING 2 MSTA4 OR ...1� �. TRAP QUICK TIE _ of CABLE Q FLOOR SHEATHING, O STUD TO LOWER FRAMING: _ 2ND FLOOR ELEV. SEE SPECIFICATIONS 16d COMMONS W BELOW @ 8"o.c MSTA24 OR CS16 STRAP z @ 32" ON-CENTER X XW SHEATHING JOINT 1ST FLOOR TOP O AT CONTINUOUS �—RIBBON BOARD 2 MSTA24 OR CS16 KING STUD TO LOWER PLATE ELEV. Y" GAP BETWEEN STRAP EACH END FRAMING 2 MSTA24 OR oLIJ OF WALL SEGMENT CS16 STRAPS SHEATHING PANEL FLOOR t t TRUSS CONT. RIBBON BOARD. O FASTEN TO TRUSS 2ND FLOOR ELEV. WITH 2-16d COMMONS Q WALL FRAMING �1­12.5A TOP & BOT. OF CRIPPLE STUD FLOOR TRUSS PERPENDICULAR 7, @ 32" O.C. THREADED ROD SEE PLAN FOR SIZE WOOD BEAM AND SPACING 'i 4 FLOOR TRUSS AT WALL FRAMING 5 CONVENTIONAL WALL UPLIFT STRAPPING TO BEAM 6 CONVENTIONAL WALL UPLIFT STRAPPING TO WALL Ft HEADER BELOW S5.5 SCALE: 3/4" = 1'-0" S5.5j SCALE: 3/4" = 1'-0" S5.5 SCALE: 3/4" = 1'-0" FLOOR DECK FLOOR DECK 10d 04"o.c TOENAILS LJ SPECIAL LSTA12 STRAP LSTA12 STRAP AT EACH END AT EACH END ROOF SHEATHING, SEE DETAILS OF TRUSS 7OF BLOCKING SPECIFICATIONS BELOW. 2x SPF BLOCKING /is OSB BLOCKING RIPPED TO FIT BLOCK SHEAR TRUSS PANEL PRE—ENGINEERED WOOD WITH GAP SHOWN EVERY OTHER TRUSS o FLOOR 2x4 SPF FLOOR ROOF TRUSSES. a FRAMING DO NOT SCALE DIMENSIONS FROM FRAMING THESE DRAWINGS.IF A DIMENSION IS (DESIGN FOR 600# ALL AROUND _ OF SHEAR) ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. INTERIOR INTERIOR USP 5-10d NAILS SHEARWALL ANGLE PA1 SHEARWALL (TYPICAL) - EXTEND SHEATHING VERT. PLAN NAME OSB PANEL OPTION TO TOP OF TRUSS AS SHOWN. PUOPOLO RESIDENCE BLOCK TRUSS OPTION DESIGN/DRAWN/CHECKED SHEATHING MAY PROVIDE 2x4 BLOCKING TERMINATE AT AT HORIZONTAL JOINTS. cs KJL LAP UPLIFT TOP OF DBL. DATE 09.13 SIMILAR OVER CMU WALLS, PROVIDE ANCHOR BOLTS @ 12" O.C. CONNECTOR, X TOP PLATE. coN9 ROL No. SEE PLAN FULL HEIGHT _ ANCHOR 5" < HEEL < 1 '-0" HEEL > 1 '-0" TRUSS ID. 30312 FLOOR TRUSSES TYPICAL CONNECTION LPA NO. HEEL < 5" g TYPICAL ROOF TRUSS CONNECTION PUPL—HEFT 99 7 PERPENDICULAR TO SHEAR WALL SHEET S5.5 SCALE: 3/4" = 1'-0" �.5 S5*5 SHEET 13 OF 14 2x6 016"o.c EXTERIOR WALLS 2X12 SYP#2 LEDGER SEE ARCH. FOR 2x12 SYP 2 LEDGER " SEE ARCH. FOR Lou P o n t i o a n d WATERPROOFING # FASTEN W/ (4)Y4 X5 WATERPROOFING s & RAILINGS FASTEN w/ (4)Y4"x5" FULL HEIGHT SDS SCREWS & & RAILINGS SDS SCREWS & 3-16D NAILS @24"o.c Associates, Inc. 3-16d NAILS @24"o.c THREADED ROD � 2x12 RIM BOARD 420 Osceola Avenue 2250 T . OOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING AT PERIMETER )ax. [leach, Florida 41-95 FLOOR SHEATHING SEE CONST. SPEC'S Ph.242-0908 Fax. 241-9557 SEE CONST. SPEC's SEE CONST. SPECS ZSEE CONST. SPEC's FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS XTEND ROD TO PONY WALL COMMENTS @ LP•A.COM 2x12 @16"o.c 2x12 @16 o.c 2x12 @1 Cox DBL. TOP PLATE w/NUTS & , {\{\\NII/lIIIIIIIIh/Iffff WASHERS TOP & BOTTOM WALL SHEATHING r�����`J�S•�'"' "�'} ����°'.,, I SEE CONST. SPEC's �:•° ��G `" Oy= -- — -------------- SIM N 3 T SIMPS N H3 AT N PSO H A 0 LUS210 (TYP.) EA. JOIST TO EA. JOIST TO ' 0.5 11 LUS210 (TYP.) PONY WALL PONY WALL CEILING SEE ARCH. \-24" PRE—ENGINEERED " r EILING SEE ARCH. CEILING SEE ARCH. . . _ „••STATE OF FLOOR TRUSSES @ 24"0.c � CEILING SEE ARCH. (2)16 LVL ` •. (2)16 LVL S�� ••.1,..•••• c,��' .< tAl 8x16 BOND BEAM `` 2x8 SPF#2 @ 16” O.C. 8x16 BOND BEAM # REVIS1o1�LS DATE r 2x8 SPF#2 @ 16" O.C. '\ W/1—#5 T&B CONT. PONY WAL OVER CMU TO w/1—#5 T&B CONT. PONY WAL OVER CMU TO SUPPORT SLOPPED :` SUPPORT SLOPPED } :s FLOOR JOISTS. '' `'' ' '_ FLOOR JOISTS. 2 DETAIL �El.�ALTM�XnON 1 DETAIL c SCALE. 3 4" = 1'-0" �.6SCALE. 3/4" = 1'-0" 55.6 / CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INCLINED 2x8 SPF#2 @ 16" O.C. STUD INSPECTION FEES. WALL. SEE ARCH FOR INCLINATION 16d COMMONS ANGLE. @ 8"o.c CS16 STRAP @ 32" oc. WHEN NOT ALIGNED w/FLOOR TRUSS, INSTALL 2x4 CONT. 2x4 RIBBON BOARD LOCKING BETWEEN RIBBON BOARD & NAILED TO EACH TRUSS BLOCKING AT BASE OF TRUSS (PROVIDE 2-12d COMMON NAILS 7 w / I 2 STRAPS EA. SIDE OF EA. WINDOW) FLOOR DECK, FULL DEPTH CONT. SHEATHING TO BOT. OF U. W 1 SEE CONST. TIMBERSTRAND ± FLOOR TRUSS. NAIL TO EA. SPECS. OR LVL BLOCKING I FLOOR TRUSS w/2—ROWS OF V BETWEEN EACH 8d COMMON NAILS @ 4" O.C. 7 TRUSS 4� .. W TOP/ FLOOR TRUSS O ANGLE RIPPED 4x4 SYP 2 WOOD LEDGER # z 'I I CONTINUOUS. FASTEN BLOCK TO RIBBON y �'I I `- Ox5SDS SCREWS @ O BOARD WITH (2)1 " " , 24" O.C. U Ow 24" DEEP 2x4 BLOCKING BETWEEN TRUSSES. FASTEN - . . w/ 4-12D TYP.ASTEPJ OUTRIGGER PRE—ENG. FLOOR TRUSS z SYSTEM 2x6 FROM TOP TO BOTT OF O 0 .4. FLOOR TRUSS. NAIL TO EA CMU LINTEL, FLOOR TRUSS w/ 8d COMMON \\ SEE 4/S5.2 NAILS @ 3 O.C. J P.T. BUCK FASTEN 2x6 TO TOP OF CMU WALL PER 8/S5.2 w/(1)MTSM20 w/ 4-1/4 "X21/4 TITEN & 7-1Od AT EA. STRAP. 3 SECTION �.6SCALE: 3/4" = 1'-0" SPECIAL DETAILS II' DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME PUOPOLO RESIDENCE DESIGN/DRAWN/CHECKED CS KJL LAP � DATE 09.09.13 CONTROL NO. TRUSS ID. 30312 LPA NO. PUPL-13-00499 SHEET S5.6 SHEET 14 OF 14 p / 000aM �ON O N I C O N M 00 Wim [-� QN I ace) P4 � Ww � � W WwUC'4 W H v� cn O w d- tiW OoE-' �' tiw wa Z i F� V l r Q w I ! O ' II M--a ! O H s VIEW FROM EAST VIEW FROM SOUTH ° NOTE. ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE G EN E RL _ _ . ROJ ECT NOTES AND NOT INTENDED TO REPRESENT _ DRAWING INDEX .- w EXACT APPEARANCE. THE ATTACHE DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY - RESIDENCE Iwl ATLANTIC BEACH, FLORIDA a dam' t ARCHITECTURAL DRAWINGS: AllN 1 ! THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FL RIDA BUILIRNG CODE, RESIDENTIAL— 2010 EDITION, THE 2011 EDITION OF THE NATIONAL = C SHEET ELECTRIC C�DE, THE 2009 EDITION OF THE NEPA 101 LIFE SAFETY CODE, THE 2010 FLORIDA FIRE C OVER PREVENTION' CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH, SHEET S= SURVEY AND EXISTING IMPERVIOUS CALCULATION FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE SHE-ETI 1 = SITE PLANS OBSERVED THROUGHOUT THE CONSTRUCTION PROCESS. SHEET 2= GROUND AND FIRST FLOOR PLANS ~' THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3. SHEET 3= SECOND AND THIRD FLOOR PLANS PROPOSED, CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V-B OVER TWO STORIES CONSISTING OF SHEET 4= ROOF PLAN FOUR STAGGERED SPLIT LEVELS. SHEET 5= BUILDING ELEVATIONS SITE INFORMATION: SHEET 6= BUILDING SECTIONS THE BUILDING DESCRIBED HEREIN IS A TWO STORY SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED SHEET 7= BUILDING SECTIONS 4 AT 24461- SEMINOLE ROAD ON PART OF LOT 2, DIVISION 3, ANDREW DEWEES GRANT, SECTION 37, SHEET 8= BUILDING SECTIONS TOWNSHIR 2 SOUTH, RANGE 29 EAST, DEED BOOK 747, PAGE 6 OF THE CURRENT PUBLIC RECORDS SHEET 9= BUILDING SECTIONS OF DUVAL COUNTY, FLORIDA. SHEET 10= BUILDING SECTIONS THE PR ERN IS ZONED "RS-1". ALL SETBACK REQUIREMENTS ARE MET OR EXCEEDED. BUILDING SHEET 11 = BUILDING SECTIONS HEIGHT I LESS THAN 35'. SHEET 12= WALL SECTIONS AND DETAILS SHEET 13= WALL SECTIONS AND DETAILS TOTAL I ERVIOUS AREA CREATED BY PROPOSED SITE DEVELOPMENT IS APPROXIMATELY 7,245 SF OR SHEET 14- DETAILS ti 17% OF E TOTAL 4,3560 SF PROPERTY AREA. SITE DEVELOPMENT IS HERE CONSIDERED TO INCLUDE SHEET 15- SCHEDULES � ' THE RE VAL OF AN EXISTING SINGLE FAMILY RESIDENCE WITH IMPERVIOUS AREA OF APPROXIMATELY - - 4,286 SF PER SURVEY ATTACHED. NEW STORM WATER RUNOFF TO BE RETAINED ON SITE. SEE AREA SHEET 16= PERSPECTIVE VIEWS TI - CALCUTA ONS ON SHEET 1 FOR DETAIL. SHEET 17 PERSPECTIVE VIEWS SHEET 18= PERSPECTIVE VIEWS BUILDING INFORMATION: SHEET 19= PERSPECTIVE VIEWS SHEET 20= GROUND AND FIRST FLOOR ELECTRICAL PLAN THE BUILDING STRUCTURE WILL GENERALLY CONSIST OF PREFABRICATED WOOD ROOF TRUSSES OVER SHEET 21 - SECOND AND THIRD FLOOR ELECTRICAL PLAN COVER ! 2X6 W STUD WALLS OVER WOOD FLOOR TRUSSES OVER 2X6 WOOD STUD WALLS SET ON A - .e..= . rt CONCR SLAB OVER FILL CONTAINED BY MASONRY STEM WALLS WITH PERIMETER CONCRETE L•�•. FOOTING SOME WALLS WILL CONSIST OF CONCRETE MASONRY. EXTERIOR WALL FINISHES WILL STRUCTURAL DRAWINGS: INCLUDE EMENTITIOUS SIDING, STUCCO, AND WITH SOME WOOD ACCENTS. SEE STRUCTURAL - ENGINEE NG DRAWINGS FOR STRUCTURAL DETAIL. SHEET S0.0= DESIGN CRITERIA AND GENERAL NOTES - i THE HO E IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITHOUT WALL OPENING PROTECTION. SHEET S1 .0= FOUNDATION PLAN v SEE STR CTURAL DRAWINGS FOR WINDOW PRESSURE DETAIL. SHEET S1 .1 - FIRST FLOOR WALL FRAMING PLAN ��I xk BUILDIN HEIGHT= 34'-3"+/- = LESS THAN 35' AS MEASURED FROM LOWEST POINT OF GRADE AT SHEET S1 .2= SECOND LEVEL TRUSS PLACEMENT P a v z o BUILDIN PERIMETER TO HIGHEST PEAK OF ROOF. SHEET S2.1 = SECOND FLOOR WALL FRAMING PLAN W z SHEET S2.2= ROOF TRUSS PLACEMENT PLAN O M P P BUILDIN AREA TABULATIONS: SHEET S3.0= STRUCTURAL ELEVATIONS W ° a PROPOS D CONDITIONED AREA: SHEET S5.0= FOUNDATION DETAILS A x 09-09-13 FIRS FLOOR (GROUND AND FIRST FLOOR LEVELS 1264 GSF SHEET S5.1 = FOUNDATION DETAILS O o SEC D FLOOR (SECOND AND THIRD LEVELS) = 2095 GSF SHEET S5.2= MASONRY DETAILS a TOTA 3359 GSF SHEET S5.3= WOOD FRAMING DETAILS w w i PRO Po D UNCONDITIONED ENCLOSED AREA: SHEET S5.4= WOOD FRAMING DETAILS A w J�AMES,V 'I00J R-EE III- FIRS FLOOR = 708 GSF SHEET S5.5= SPECIAL DETAILS w° SHEET S5.6= SPECIAL DETAILS PROPOSED ROOFED AREA INCLUDING COVERED PORCHES: -AR 940382 ` FIRST FLOOR= 2352 GSF s SECOND FLOOR= 2545 GSF TOTAL= 4897 GSF tl f , 000 p � N M 00 MAP SHOO SURVEY OF N THAI CERTAIN, PIECE PARCEL OR TPAC OF ;ANO ITVATE Lw;C Atio aEE, PAR"- Ste; ��� b O MSiOu 3 f Aft.Sic`f s'a DF wFES CRA,4% SEC riM 3 7 Vvoi s iw 2 W €Thi, MAWCE,24 AN. SF's�o, A PART r 0' 140SC � Pf,'. 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'4.tC:S,C.,.: :olf 41' 0" -;: :. t — t; .. x i 78' 8" 50' 4 " %% I 170'-q" N u i, � ` I I 41 8' 16 I PHASE 2 EXISTING BUILDING DEMOLITION: PIPE DIRECTS ALL STORMWATER FROM ROOF GUTTER SYSTEM = Comp. By:` JW> ALL REMAMANG ELEMENTS OF TO EXISTING TOPOGRAPHICAL DEPRESSION TO BE RETAINED Qate 8/3(i12W 3 PROPOSED IMPERVIOUS SITE AREA: EXIST�IG HOUSE TO 8E REMOVED UNTIL PERCOLATION THROUGH NATURAL SANDY SOILS N AFTER CON CT10N OF N HOUSE 600'-0" '' TOTAL SITE AREA= 43 560 SF 38'-8" 81'-0" "uk(rc ldidalrs t3+epttment ' 186-0 EXISTING IMPERVIOUS AREA: 4,286 SF City of Atlantic Beach W E i + SEDRVIOUS AREA: I , : _ .>: Permit No:Xxxxxx PROPO :::..: .: i GENERAL PROPO o „ . ., » address:2 05>c �r3,a a „ : . ./ t _ I -. fi k Reau(Fedstot�. INT= 8,380 SF S F 10 6 + j;A ue Volurri TPR _.<> __ F € + # , _. -. y LESS POOL AREA= — . ..._. ._ _ _ ._ ............ ... + t + + + . , + + + €__ F + + + + tlnn 24 6 oft t'C t of At an tc @each a Znn v {. _ + + + F + + + + + + £ + + + Y tn9.. trbdF sFon,,and tarrtl Deveii :+Hent Re latl Ons = — + +: + + + + + + + + t + + + + + + + + + + + x + + + ,, + p s LESS PLANTIN + + + �+ + _ ..,_ G AREAS 270 SF rs des Chat the dFfferenee between the e n e + j� F .. + + + + + +; + + + + + + + + + + + + + + + + +�e + e: gW Rr a d postd velopment volume of stormtvawter runoffba r' + + _ + :. + _ ,. + + +: +' + + + + + + + + +,:..:+ . + + + + + + + + + + + + + storlxl ansrte. Volume of RunaNisdefined as failoivss i + + F + + + + + + + + + + + + + + " + + —195 SF ::. F , -+ i% + -F } + +. + + F' + + V–CARAt2 + F ,}., + O x + + + + + lAlh en; V=Volume of Runo#f 40 SF 4 0 :. , .;.: + + `+ +€'>+ + + + F + + + F'' + + + F fi G D&R N F + C=Coef icientofRuno .. + + } £ + i + , + + + + + + + + + + + + + + + + + + : .,. + -330 : n:. r + F + + + + + +. + g- + ; + + + + + + + + + + ' + + + t + + "' A-Area oflatins uarefeet �<#a CONFlRM +THAT EXISTING CF4VN LINK+FENCE+ + + + + + + + + + + ' > w m + + F F + .•t F; >+ + + + + �.,{ R=25 yr12fi hr fa£nfaH depth(8.3 itrche$inrAtlant}c Beach 7245 SF I F + i + -+ ,. }. CL ICT I�DRTH AIV SID O' t }. F EN �"E ' '}r�`11+ + s + ; + +%.+ + F F + +? + + + + + + + + + + + _:.+. + +. -+ # + + + + Rre�fbvelonmetBRunoffVolveifei ' •.,' •: ; .. ;:: .:r is ,.>:.:... r, ! 3` c I .g. 4. +. PROVIDE POOL'+SECURIT-Y OR PROVIDE+' +- + + + + + + + :'' +. ... + + >::; + + + + 6 lot Area{ll) a3,5fii(h fi : .- ' :,' ... . '. = :.: ... + € +:;_; + a- + + + + + + + + + ,f + F + ED IMPERVIOUS SITE COVERAGE = PROPOS } F + i i -r + + + + + + + + t + t + r . + + + �» Runoff Coefficient + + + + + +, + + + + + + -1 . F + +. + 16.63% + + r. + + + + + + + + + + + + t + + + Area Lot Area +«n, a F } -+ + + + + + + + + + + + + +-F' +:: +' + + -+ +- -€- + + + + + + - .+. + DesCr' on ft` Ft'. I + + + + + + + + +�+ + DF -M 4 � :t + + + + + t � �; wtd„Da € + + + F. + i. + F + + + + "�7�t + + + + + + + + + + + z, lm }Dug 2fi5< + + + i- -F -+ € + + + + + + + + + 49z {!> 1A0 B.id + J -r -a ..i s -a .x.r I AREA z g F + + } +- + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + i + + '+. +' + + K + + + + + + + + + + + Pervraus 3s 2'74 t�r� PROPOSED NEW ADDmONAL MPERVIOUS a J�r€ tS 1.f -...• '+`>'+`+++ + + + + + rt7s70+ s ac 43,660` 0.20 0.18 + .: , , :. + + + + +:+ +++++++++++ + + F- +l 4 + + ..: F a F.' + + _ COMPARED TO EXISTING 2959 SF w,:K,.x. ,. + + F + + + + + + + + + + + + + + + + + + + + + + + + + -i- + + Runoff Coefficient[C)= 0.28 + ". . .. : .... : ..-,. + .. �+ + ..# + + + + + + + SIT NS . + ::-F + + + + + + + - Runoff Volume .- a + + +++++++ +- + + + + + + ,:, + + �+ ,: + + '-+' + + + `F + + + + + + 1f= 0.2$- x 43 580 x {. F t }- ¢ + + + + F i t. + I + + + + + t + + + + + , + + + + + + + t t + + + + + t + t + + t a 9:3 / 12 rj�{ , is .s. + { + + i + g- t + + t + + + + + + + } iT+ rfW'+++'++++++++++++++a ' + + + + -- -; 9Aft4' ft3 AND + + + + + + + + + + ., + + + +. ,. + + + +. + � STORM WATER RETENTION REQUIREMENT F ,_ i. + F ,. F + +- + + + + -+ F. + + F ,. + + + + + + + + � + + + + � + � DRAINAGE N£ g F + g. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r ) GDRIVEL eao(A)ent R noff4 ffz F F €. }. + + + _.. - - PER C.O.A.B. EXCEL CALCULATION t=ostdo u + + + + + -9. + g- +. ,. + + +(��/{ + F + F + + + + + + + +' + + + + + + + + + + # $ Laf A PLAN �e_ 4 L,:, �;. y Runoff Coefficient RE UIRED ST — g' +' .+ .f. .+ .,. _+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,L[7 + + + + # + + + + + + �-�. `.. _Arra Lat. Q ORALE VOLUME— 1835 CU FT +' -+ +- g- `+- + +- + + -+ + + F + + + + + + + + + + + + + + + + + + + -i- -F I.F + +- + + + -g- + a- + + +. t Area ry + +- -#- .� -£.. _g. .+- -F- 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -$p + + + + + + + + + + + + + + + +- + ,+ :x�d•-..:..�. ;:;+ .{, :::-+ + .:+ + + + + + -f- �+ + + + + + + .+- +'� + + ' - 2 <. ,. � g. � _,- }. € £ + }- + + + + + + + + +- -I +. + -F + -F + + -F + -F -€- +. .+ + + + � + �+ + + + + -€ + + -F -F + <, .. mper�u ousn X ft4�' d3 580 100 1Md aG" F + + + + + + + + + + + + + + + + + + + + + + # + + + ,+ + ,+ F + + + + �- + + + + + . + + + + + + + °''� PROPOSED STORM WATER STORAGE TO OCCUR I + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + +0+ + + + + ;. t + t +:::> Pervious 36,315 43;*�60 0.20 0.17 + g F + F + + F + + + + + +�+ + + +� + + + + + + + # +�+ + +�+ + + +�+ + + + + + + + +; + + + + + + b+ + + t= AT EXISTI + + + + + + RunoffCoefficient C ESSION AT t a. 3 NG TOPOGRAPHIC DEPR R :; F; unoff Volume NORTHEAST CORNER OF PROPERTY HERE v= 0.33' x 43,560 x 9.3 12 CONST WITCHING INDICATES PROPOSED IMP OUS AREA DRIVE COURT MAINS TO TOPOGRAPHICAL DEPRES VIA SWALE DRAINAGE DIRE R= DRIVE VIA PW DERED TO BE CAPABLE OF STORING » , �' _ I E - "' '` f MORE THAN 3400 CU FT OF WATER. w?: Rrauired Storaae Volumr I ARROWS INDICATE SURFACE DRAINAGE DJ= PostdevelopmertRunoffV4lume-PredeuelopmentRunoffVolume PHASE 1 ov= 11,244 s,4fla 09-09-13 DIRECTING STORMWATER VIA SWNLS TO EXISTING BUILDING DEMOLITION: EAST SSE TOPOGRAPHICAL DEPR�SSKIN EXIST�IG , AND ov ,a WOOD DECK TO BE REMOVED Provided Storatte - PRIOR TO CONSTRUCTION Efevatia n Area Storage (ftt (filzi (ft3) 1 EOTTOM' - I p/ u[ I a TQi3 AI i' r T iiL vI Required Storage:Volume= 1,835 ft3' -� 0382 Supplied.Sterage:Volume= 1,833 ft3 I `l' 13 I • oNo �,,.� � � N � O �1 O E-+ ' _i N M � VoW � `O O N �-+ 0 io w Q W W W U 81'-0" u W O AB n 4'-4" 29'_N" 47'-1� 32'-j" 6' HIGH WOOD FENCE 6'- 6'-10 6 d PROPERTY UNE 10,_8„ p 26'-11” Aao 4'-4" 2'-0" 5'-4 " 3'-0" + -4— -4- -yr— -4— II 12 II 5 6 7 8 9 10 + ll WALK - N 20 EXISTING 6' HIGH NCE - _ _ - l i 3 —5 2'- " 4'-0" 4'-0" 4'-0" ._ 4_ g�-0" 4'-0" 4'-0" 2'- " 11'-0" 2, 011 6r o» 3, 4 - II o„ -- HVAC - o -2 3 o s -0 0 3 0 ( TRASH/RE C LE 1 0, i P-L�ANTti~VG -I- + + + + + + + + + + + 10'� o � II ' �_ - - �.. _ ¢ _F _.. L.. L... I_- _'._ �._ _ N WALK -I.. }_ � M 11 PL�NTIN}Gs„ 2„ �_ � N ►� � — — _ _ I I I I 7 18 19 20 21 :, ¢ F + + + } } } + ¢ + } + } } II + +o / CMU PIER E�O�2� 2'-7 2'-0" '-0" 2' " I '� / i` COVERED BY FURRING N II I I 4' HIGH 8" MASONRY WALLS — — — ——- --. .. '.-. `" AND SIDING -4" is 16 1'-8" T -- I I I WITH SPONGE FLOATED FINISH CLEANOUT AT ;�, I I BURIED DRAINAGE I - I I PIPES2X8 WALL TO ACCO ODATE _ SLIDING GLASS DOOR TH KNESS 125 26 " $-- I I I I FIN SHAPED - I 48 ISOKERN I �O STEM WALL AND ELEVATION CHANGE ._ I i I I GALVALUME / II COVERED MASSING 0- WOOD BURNING I AT ANGLED WALL I I II / WEST POR H FIREPLACE I II I I WITH INTERNAL n ' PLANTING Ol RAIN LEADER � = II t.. = M I I = I I 4x4t1cont H I I + I I n ' " I I ® GARAGE I I CONCRETE W 4-0 6 8 I '_o O 9'-0" CEILING - -- - / COURT L DE K N » LIVING „ 2'_ '-3�" DIN G '� '4x4 m » " --- / oPOO3_8 a711' CEILING TYP. 18 H H HEARTH III 5-10 23-7 /MANTLE C AT ;' BUILT IN CABIN AT NICHE OFF STIBULE N N 14 13I ABOVE 10'-2 cEl 4X4AC I i 2,_1 n 3'_ „ r-- 12 I I CMU AT EAST FACE 0 GARAGE nII ...._..------.._.- ..................... ......_.._.. 1 » ,_ n o ,_o,r 3R 5 I ---------- - __..__...._ _._...._.�_..... 3-7 1 9 2 10 1�'-ON \ I 04 I I I AND SIDING -2 COVERED BY URRING = I N II _ I I I 3 20'-0" ,;' 1 '-8" N 10'-3 " 13'-1" 3'- " 5'- » �, 8' 7 I ' I I OUTLINE OF SECOND FLOOR. a Q 5'-0" 2' 0" 5'-0" LAW PERIMETER ABOVE _ I , I HALL 4'-3 " 4'-3 " 9 ' o" EIU G \ " �LEgTIBUL _ II O = 4" DIAM. [Moll ND _ o I- I 36" AFF BAR OVER KNEE SPACE SHELVES " PIPE COLS 5 7 3 6" 3 I �J _ I II I N = VE�STIBU E _ T® 0.5 8'-7" CEILIN I I - _ 36 I - ------ I _I II o I = _ 10' CE G _I I -3 -4 .. -.. L. I ^ a 36" AFF DW "' `I I '_ 3' 6= 3'- " 16 IP F1 N IR I O - _ - - - 2 PLANTING _ -..._. __ 4„ "II `" 35 o SHELVES ,1 -7 v .`, I o O } _. i It6 BREAKFAST KITCHEN a 13 - + + - I- ;F-AJ I '-2 " O'-2 " -f 3 � _ F O Y 1 -4 = 4X4 + _I- ._+-- --I-- -I- W �_.. + L_ __.....J - fo" W + + + t I + + } -4" + + + s_ -I- 1 I-J o - POO I � _ �— I � _ 4 36" AFF REF 36" AFF 36" AFF OVENS N C14 — — — — — — — 3 3 1 34 I o 3 + 3,_s } I + + + + -.. ,.._ + + + - I- I o -+ N - - _ _.. J CMU f _ _ _... r _ . PSA NT-IN G s-a ¢. ! I............. ` i 0 1 0 9 8 3' 4 '-1 3'-4" + .______._.-1 1 -- -� _i = 15 M t.. 2» 3'- " 3'-10" 3'�-tb" 3'-10" 4 10 1 8 3-4 I = 2' _ _ :.- 1/8"/FT RIDGE AT I I _ I F .. .. __ S U T I� I R C H ONCRETE FLOOR I FRONT P R C H I ST I S °° CONCRETE WALK oo 0 o I _4" ( ST I COVERED BEAM ABOVE 1/8'/FT HIGH GATE 8 „ 4T 12 'v -4 I 14=5 STUCCO COVERED BEAM ABO -6 I R® 3 CONCRETE COLUMN n - $6 I 21 PASS GE = N o 'n CO E COLUMN CMU WALL M N ,71 + I. ' ... _ ... { o } + + + + + } r 5'-11 " 5'-11 " » 1T-1 20'-0" PLANTING 10-7" 2' 4" 11'-1" 3 4-0 UTILITY _ t 10 + + + + + + + » -:' +- 1. POWDER COATED EL 4" ROU D ALUMINUM CHASE AT FILLS AND CON ETE F0+ ¢ s .. o r $-3 PIPE COLUMN DOWNDRAFT COOKTO EXHAUST - .I... - PIPE RAIL 6 AFF o' o ,- „ �; - --�-- -}- -� - -�- } PARKIN >, > o �- CD, -2 —o I - ����� 8 2 4 CD :18 �' I - - -- + + + + + + + I STAIRS k3'-4' N 1 „ 4'-0"» + + 0 OOR SHOWER WITH OR DRAIN ...... a.. . i ¢ „ „ „ 7,_6n 26'-0" GROUND AND r n 9-0 24-0 12-2Ir I 41 -0 I + —I-- - —�— —}-- —+— FIRST FLOOR III -T- + O PLANS LC) + if) N _ I00 - -- 1264 GSF INTERIOR -I- -r- - - -I -- -¢- -- - - -I- -I- - I- -- -�- �- + + + + + + + 09-09-13 380 GSF PORCH =I ' EXISTING 6' HIGH FENCE - 46' 4 -- + + + + + + + 70 GSF G RAGE + + + + HIGHWOOD FENCE I I J w� E �`�REL III CT ! i .,2 'i! PROPERTY UNC m N N p 00 a+ '--, p N tet' M N M oc � p W � FW-,-, � �' u W w Q W W W U h W W W B �-+ d- „ A " EASTERN EDGE OF BOTTOM OF W pl O 47'-1 10 4-4 " C 11 '- " 12 p CANTILEVERED OF S OPD WALLTRUSS 0 O ON 8 9 3 6 28 1 AS BASE " " " " " " " " " " 9'-1 " 4'-2 „ -2 " 7'-3 " 4'-21„ '-2n 4,_qa FIN SHAPED GALVALUME COVERED MASS 2'-1 0 30-8- 3-0 3-8 5'-2" 3 3'-8- 6-0 3-8 3-8 WITH INTERNAL RAINLEADER ROOF ABOVE 4'-0" 82 81 80 79 WALL SLOPES TO EAST AS IT RISES CID 62 61 60 S9 58 7 56 55 54 53 52 1 50 a N 00 s .l 7 i c:1 51 i i GUTTER n 83 15'-3" 13'-0" `_ • -10" '`' 12'-4 " "o 4'-4"I 15'-1" 2 14'-1 s I II = I N iii ic 3 I II I 4 ^ 5'-0 I 26 0 CD II _ 7 BED OOM " BEDROO c osT 11 THEATER' OFFICE 68 N 2 _ J I I I Q 3 4X4 8' FILING 3'-5" I 9' CEILING TYP. 9' CEI NG rrn. 48 MAST R i 9 CEILING TYP. _ a 9' CEILING TYP. BEDROOM °° 0"),_ I � a 11' CEILING N - aN E PENT 125 a M _ _ SU BATH' 2Y-1" 4'- n 4�- " '; I 23 47 I O 0 2 � I n22 N N W i 54 FLR/CLNG NICHE NICHE 4X 4X4 9 , Lo CLOSET I SOLATUBE � 52 � INEfS I � LOWER HALL +8 —0 11 71, 91-0" I 3'-2 " - - -° 9' CEILING TYP. A ;�, 8f-gm F--i n r�,' osr` i 42 _ 3 ;, 2 4 I o I 3'-6" 3' 10" I 3'-0" - M2• HIGHp 113 DRY-0 SEAT M�� AREA018 SK I H I a 27 n n , „ , n , n , n , " , n , n8 `� OWERUNEN 3 6-2 4-0 ;' 3-7 -3 6-3 7-2 7-2Cr L NDIN 24 N DRAG EDGE OF GALVALUME SOFFIT U� � SOLATUBE SKYLIGHTS AT NORTHEAST MASS s 9' CEILING ATH `" 45 I CEILING TYP. SEAT = l8=a—_J 3- 7'- 1 -9 —off i a_ a '-1 I lu G W. n , n , n 47 44 +1 3 0 -1 - @1 " 1 9 3 6 3'-0 _ 2 O Q a p , n N 46 LL oovnr N UNEN I PER 14 4 11 8 13 4-0 �, _D-11 = 45 M _ - - - - -- - - -- - - Ip L , NDR N LA DII�IGSEAT ' _ C ING TYP. ore• '~' i N 15' 0n 9' CEI NG TYP. W _, O 48 - ' O MASTER CLOSET I o I W = 14 = n 1 � 43 czn co 3'-9" 7 3'-9n 13 C41 4'-0" Q 3 9 CEILING I _ — O IFSR ;�, - 75 1 - - - - - - I I J I ' '-° DRY IO 1'-8" ATH —T—T—— — — I o AFF 73 :AREA 11' CEILING _ 40 �... W t r� = 2 41 71 7 2 „ I a " 2'-3" 7' 1" 6'-0" 1 T 3-4 - ; M 0'-7" 1 -8 5-1 3-71 2-8Ir II [C 1 / DECK LOPE X6 WOOD S UD WALL TYPICAL I I COVER E 78 - 1,_$ " BALCONY 00 f 0 P N 1/8/Fr DECK SL PE I I 1 _ = 777"'S7BALC NY " " IPE RAILING WITH CUMARU SIDING + 12' 7" +12'— 10" 18 I 8 AND GALVA UME CAP .� �— MASTER +12'-7 BALCONY _ : :. .. •,:.,.: --•,,:.. _., ;,: 0 4'-0" = 4'-0" POWDER COATED STEEL PIPE RAIL MIN. 3'-0" ABOVE DECK a 1 N i o rr' 1 4'-0" 4'-0" ROOF ABOVE w E 8" CMU WALL WITH FIL D ELLS o /AND " AND OPENINGS PER ELEVATION 6 CONCRETE WALL ORS , C14CMU WITH FILLED CELLS OPENINGS PER ELEVATION AS GUARD RAIL ANDZ' 4' 88" CMU WALL WITH FILLED CELLS STEEL C LUMN WITH STEEL FLANGEBEAM SPANNING BETWEEN AND OPENINGS PER ELEVATION B LTED TO CONCRETE BEAMFLANKING WALLS 12'-4" 24'-0" 12'-2" 7'-6" 15'-4" 1 '-q ------------------- 84'-4 " SECOND AND THIRD FLOOR i 2095 GSF INTERIOR PLANS 450 GSF PORCH t ' - - 09 09 13 <,�, I,_ �� i REQ tli! A -: i 382 i I I 00 CA 00 UON .� I . O (� 8) 4 RAIN LEADER AT GUTTER W U PROVIDE CLEANOUT AT RAIN LEADER PIPE AT BASE OF FIN. (� Z-I �+ N QIU-I U �j Q O - - — - - - - -- - - - - --- - - - - - --- --- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - a l.-4— %' V1 `+ HATCHING AT AREA OF METAL SOFFIT ►Qy Q Q N ' AT SECOND FLOOR ROOF � F1-I O SLOM WNL w � aNwx I I tires Zp..l UPPER ROOF :2 CUSTOM GUTTER AT SECOND FLOOR ROOF LEADING TO I CONSTANT SLOPE AT APPROXIMATELY 1.7/12 SLOPING RAIN LEADER HOUSED IN METAL FIN. PROVIDE STEEL STRAPPING TO SUPPORT GUTTER AT ROOF. ALL COVERED WITH HYDROSTOP PREMIUM COAT PIPE CHIMNEY CONTINUOUS MEMBRANE ROOFING SYSTEM I EITHER PAINTED WHITE OR GALVALUME MATERIAL O INSTALLED PER MANUFACTURER'S RECOMMENDATIONS RAN LEW A QM DISCHARGE OF CHIMNEY SET MINIMUM 2 FEET OVER 5/8" CDX PLYWOOD ROOF SHEATHING ABOVE ANY ROOF WITHIN 10 FOOT RADIUS OVER PRE-FABRICATED WOOD TRUSSES DESIGNED BY A FLORIDA LICENSED STRUCTURAL ENGINEER N VELUX SKYLIGHT SEE WINDOW SCHEDULE f = i FASCIA PLUMB CUT N I SOLATUBE SKYLIGHTS TnC ACCESS TYPICAL I I ,D0M1NaR FASCIA SQUARE CUT AT GUTTERS I 4'-0" ___ o O I AJ C aCCESS i PULL'-DOWN STAIR 1.4 Lam'- LO� ER ROOF SURFACE APPLIED DIVERTER STRIP ^ ,! L ao TO DIRECT RAIN WATER AT ROOF I TO GUTTER LOCATIONS CUSTOM GUTTER AT GARAGE ROOF LEADING TO O I; I APPROXIMATE SLOPE AT 1.7/12 CONSTANT SLOPING RAINLEADER HOUSED IN METAL FIN. I W I BUILDING ENCLOSURE OUTLINE J 1—( I I - --- - - i -4I I I i ACRYLIC COATED GALVALUME DRIP FLASHING ALL AROUND Q I I I � �* /� I EDGE OF BALCONY PORCH I W = I O - _ ----- --- ------_ - --- - -= -► SECOND FLOOR DECKS SHEET DRAIN t - - - - - - ---- o EAST AND WEST 4'-0" 4'-0" _ COVERED WITH SONOGUARD TOPPING i CD r ) 41-0" _ I' N I I I 12'-4" 24'-0" 12'-2" 22�-10 13' 4 N E i e9"10 MASS PAIS tH 1101E t FOR t t�� SFAZNQ MOM 29 4' 8, ,•-- ..._OVER CTAT COMPONENT Lr%mj OVER SEE DUAL 1 I/ ENTIRE ROOF(2 COATS). COLOR AS SPECIFIED. FINISH COAT COMPONENT OVER -FOUNDATION COAT, FABRIC.AND FOUNDATION ENTIRE ROOF2 I COATS),( ) T 12" COAT COMPONENTS , Lr COLOR AS SPECIFIED. - 0 12" 12"WIDE FOUNDATION COAT,. 6"YYiDE FOUNDATION COAT, 61 FOUNDATION COAT,FABRIC, FABRIC I I ^ + r & AND FOUNDATION :� AND FOUNDATION COAT FABRIC,AND FOUNDATION COAT , 6`{ COAT COMPONENTS. COMPONENTS FROM FIELD t/a t/r n 6"WIRE FOUNDATION COAT,- -- -- -- FOUNDATION COAT,FABRIC,AND COMPONENTS OF ROOF, ROOF PLAN FABRIC,AND FOUNDATION FOUNDATI COAT COMPONENTS t7N COAT COMPONENTS METAL GUTTER AND " u®a�v1EI1T FROM FIELD OF ROOF: n GVERS �' FLAT PROFILE SUPPORT BRACKETS 77 PREFINISHED METAL r d/1sm 'SEDGE FLASHING ATTACHED > * FLAT PROFILE.... ...... ...... Lepdi tetvrwl 1NITH COATED SCREW8 . 'n'" ,K ' , PREFINISHED METAL t---- ---------- 314 E BY allin Ili-3"O.C.STAGGERED EDGE FLASHING vaA1E APIXME uont Er MINERS .;• ATTACHED WITH COATED ( CUM) STAGGERED CLEAT--- SCREWS Q 3"O.C. ! t STAGGERED ROOF DECK aM� FeA1E nt vecr. ING (ansDIN ROOF CONTINUOUS CLEAT ... . DECKING IN IIROAT wont ' INSULATION ]+....-_. INSULATION WALLoEo001 US� i I / —WALL VERTICAL CROSS SECTION HORIZONTAL CROSS SECTION 114 �� _ t my onlols DETAIL NOTES: NOTES: 1 I ALL FLASHING SHALL BE DESIGNED FOR THE APPLICABLE CONDITIONS.METAL THICKNESS, I. ALL FLASHING SHALL BE DESIGNED FOR THE APPLICABLE CONDITIONS.METAL THICKNESS, 08-29-13 PRODUCT DIMENSIONS NOTES: FASTENERS AND LAPPING SHALL BE AS SPECIFIED BY THE ROOF DESIGNER, FASTENERS AND LAPPING SHALL BE AS SPECIFIED BY THE ROOF DESIGNER. METRIC UNITS( �) IMPERIAL UNITS ( �) 1. Standard VELUX Glaring options for the VELUX VCE Skylight Laminated LowE3(04) "�" Include the following*w typer uir g: REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 2, REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. _ wile •wii ewr "�I •sve 10fr eai i tttr 'one Int(06) PREMIVM COAT SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT 3. PREMIUM COAT SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT Mote Laminated(OB) COMPONENTS: COMPONENTS. FOUNDATION COAT-COMBINED COVERAGE(2 COATS)AT MINIMUM RATE OF40 SF/GALLON. 4. FOUNDATION COAT-COMBINED COVERAGE(2 COATS)AT MINIMUM RATE OF 40 SFIGALLON. FINISH COAT-COMBINED COVERAGE(2 COATS)AT MINIMUM RATE OF 70 SFMALLON, JAMES W JU FREE III 5. F'LA'SH COAT.COMBINED COVERAGE.(2 COATS)AT MINIMUM RATE°F�°SF,GALL°N. DETAILS ILLUSTRATE SIMILAR M I LAR BUT pu�tse�l]�e�a�.. oma. �, ARCHITECT 1_jW_jW•I8lolLele abald Zel aB. PRIMING-REFER TO HYDFiDSTOP SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS: 6. PRIMING-REFER TO HYYDROSTOP SPECIFICATIONS FOR.DECK PRIMING REQUIREMENTS. VCE-Electric Venting Curb Mounted SIGNIFICANTLY DIFFERENT INSTALLATIONS, 01U382 Skylight, Product Dimensions, VCE-01-1012 PREMIUM COAT SYSTEM oe PREMIUM COAT S Y S T E M " This drawing is an instrument of service and provided for informational use only. Cross Sections do EnlargedDetail °" '° HERE INCLUDED TO ESTABLISH INTENT STANDARD DRIP EDGE DETAIL �*�< GUTTER WITH STANDARD DRIP EDGE DETAIL >w> 2012 VELUX GROUPdDVXLKM Is. bodsome: 10 YEAR SYSTEM DE-1-10 10 YEAR SYSTEM 0E-2 RELATIVE TO HYD ROSTO P APPLICATION. Ot 00 0 GALVALUMEoc EAVE DRIP FLASHING o W OVER CEMENTITIOUS HARDIE TRIM PAINTED WHITE N ;a tII� W U � � Q -- -__ _- r u HARDIE SOFFIT PAINTED WHITE W _ - , SKIM JOINTS TO APPEAR FLUSH --_. �-- Q W FIBERGLASS CLAD WOOD WINDOWS M. _._._._. ....... _. t -- ---------------------- .. . _... --..._ -------- ._ _ -- ...- 2X ARTISAN CEMENTITIOUS TRIM � • W w AT WINDOWS WITHIN ARTISAN SIDING. ------------ _.._-_ STUCCO OVER WOOD FRAME ~' Z JAMBS TO EXTEND TO BOTTOM OF ------------- -- SILL AND SANDWICH SILL ENDS ---- ...------ -- -- ---- STUCCO OVER MASONRY POWDER COATED STEEL PIPE RAILING PAINTED WHITE -------------- - ----...... --- ------------- - 36" MIN. HEIGHT ABOVE WALKING SURFACE JAMES HARDIE ARTISAN LAP CEMENTITIOUS SIDING SMOOTH SURFACE PAINTED GRAY ALL CORNERS MITERED -- - ---- '-.--'-'-' -- "- - ------— --'---' --- SOFFIT DROPPED AND ANGLED OVER WINDOW __.___ -.._._._ .. -------------------------- _..._._.._. — ----- - — ------- -- _ - - -— — --- _ . _ -- .- __.—__.. .-------._ . ._ - _ 48" HIGH 2X ARTISAN CEMENTITIOUS TRIM " H WHITE GATE TO MATCH RAILING AT WINDOWS WITHIN ARTISAN SIDING —--- _—_ �. _._ . ---__-__. _ _ _ _ _ — _ �„ . Q --- _ STUCCO OVER MASONRY T WHITE PVC SLIDING GLASS DOORS —_____ WOOD FENCE PER OWNER DIRECTION --_- LARGE GATE PER OWNER DIRECTION ------ 0 . 111111 ALL ILI 1E Im POOL TILE STUCCO OVER CMU O 0 WEST ELEVATION W "T" SHAPED BRUSHED ALUMINUM FLANGE WELDED TO COLUMN AND BOLTED TO CONCRETE BEPJv! JAMES HARDIE ARTISAN LAP CEMENf11TlOUS SIDING WHITE PAINTED OR GALVALUME METAL CHIMNEY O SMOOTH SURFACE PAINTED GRAY AND SPARK ARRESTOR TOPPING OUT MIN. 24" HIGHER W •' - . - ! THAN ANY ROOF WfTFHN .0' RADIUS. 4 DIAMETER HOLES THROUGH --- STUCCO COVERED CONCRETE WALL ---- N SOLATUBE SKYLIGHTS VELUX SKYLIGHT TROPICAL HARDWOOD SHIPLAP HORIZONTAL SIDING STAINED __.. GALVALUMEFLASHING GALVALUME METAL EAVE DRIP FLASHING TYPICAL 2X4 ARTISAN CEMENTITIOUS TRIM OVER CEMENTITIOUS HARDIE TRIM PAINTED WHITE HERE PART OF CUSTOM GALVALUME FASCIA COVERING - -- ---__ _.._..--- - _... _ AT WINDOWS WITHIN ARTISAN SIDING JAMES HARDIE ARTISAN LAP CEMENTITIOUS SIDING TO MATCH GUTTER SYSTEM - - ------ - - SMOOTH SURFACE PAINTED GRAY :. .__ ALL CORNERS MITERED STUCCO OVER MASONRY O m O O ___._...__._____...._.._..__._._. . _._.-_-.- --- _-----..___- _-. --- -. IPE T&G HORIZONTAL SIDING STAINED IPE WOOD TRIM AT WINDOWS WITHIN IPE SIDING — -- - -- m p - ---._ .._.. - - -......_._.._.. —...__.._._ _ .--- -_.._..__......-._._..._.. .. _- _ m . . O. O _.... _ ----- O 0 O O .-.. _-- .__._..__-___....._......__...._.__...... ..--._-- .---..-....._-__.___.._....- -- - -_ - -- — - --- a •. CD 'CV• . E `4'. " cq i N d. .: 0- O _ - ---- - ... a U VO. _ .. 5{ ' .O' i .O �. —.T- _-------.. _--- --.._________ _.._.,'____._..— ---...__-.____— _.__....- . . .._...__. ._......._..—..._... ..._..___....... .--.._—............. — • �.-D 2'=O" : 2-0 2=2 ;,, _ 4y-5 • 41- . . _ - - - - _- -_ - - _ _i 4/-5° '-2: 2'=.1" 2'-0�-2' .2�-021-0" 21=1 - GALVALUME METAL EAVE DRIP FLASHING TYPICAL STUCCO OVER MASONRY N : ' ..: ----.._._.._ _ _- . __..... - - - _ __._ —...._.. _ _ GUTTER SYSTEM . . ._ .- . � HERE PART OF CUSTOM GALVALUME � � _ _ _— _ - - - --- ---. _ _— JAMES HARDIE ARTISAN LAP CEMENTITIOUS SIDING 31_4" - _--_. __.... ._.___-..-- __—__ . _- _.-- _--__--._ __.....____.._...__.:_ .____ _. _ _ SMOOTH SURFACE PLANTED GRAY -- LIGHT FIXTURE .._._.._..................._ __......... _- - - __ -_ ----------------- -- - --__ - ---.._......._._........_ - .. . ..__ ._.... — _. —.__......_._ - - — _ —------ ----- ._...._._........_.__..__._. _ _—._.. ---- .... --... ...._. .. .............. _. _ —— --- — --- __—_ _ VE ALUME COVERED _--- --- _ ---- -----------__— _-__-- _.._-- _.—___-- __ _......._. FIN SHAPEEWITH HORIIZONTAL JOINTS SPACES AT 5 INTERVALS. BUILDING .................___ ........... --_.- _ _._....----_ _ __._:__...._._.- ._._... _ _ _- - --_._. _ --. _. ELEVATIONS __ __-- _.. - - _ .. ::. _ :_-------- __------------------ - _. ... -- - . • '' •. � : � .. ...-. . -' CEMENTITIOUS SIDING ._--- _ _._._._ -- _._......._._._.......----- ---- ---— __ ...__- JAMES HARDIE ARTISAN LAP •. - .. - . . .. . . •' . . • • • - SMOOTH SURFACE PAINTED GRAY 1771- - . GRAY PAINTED FIBERGLASS DOORS BRUSHED ALUMINUM PIPE COLUMN JAMES HARDIE ARTISAN LAP CEMENTITIOUS SIDING 09-09-13 SMOOTH SURFACE PAINTED GRAY PRECAST CONCRETE TREADS AND RISERS SET OVER STUCCO COVERED CMU WALLS CONCRETE STEM WALL WITH S CCO NISH GALVANIZED STEEL PIPE RAILING PAINTED WHITE STAINED CAST CONCRETE SLAB PROJECTING FORMED OPENING AT STUCCO COVERED CONCRETE WALL SOUTH ELEVATION COVER OVER CHASE FOR COOKING EXHAUST OVER STUCCO COVERED CMU ARCHITECT JAMES W DUPREE III AR--0010382 STUCCO OVER CMU PEDESTAL 01 �O N SOLATUBE SKYLIGHTS WHITE PAINTED OR GALVALUME METAL CHIMNEY VELUX SKYLIGHT AND SPARK ARRESTOR TOPPING OUT MIN. 24" HIGHER 00 � � THAN ANY ROOF WITHIN 10' RADIUS. u c) WQ.' 0 Opt WHITE HYROSTOP PREMIUM COAT ROOF GALVALUME EAVE DRIP FLASHING p4a � W ^ OVER CEMENTITIOUS HARDIE TRIM PAINTED WHITE Z W Z Qu GALVALUME METAL EAVE DRIP FLASHING TYPICAL C/ HERE PART OF CUSTOM GALVALUME GUTTER SYSTEM W Q Q Q W N Iti�l O O FORMED STUCCO SILL TO ACHIEVE DRIP � � N a AT BASE OF WINDOWS IN STUCCO WALLS o RAIN LEADER ENCASED IN CUSTOM GALVALUME COVERED (� (,� x FIN SHAPE WITH HORIZONTAL JOINTS SPACES AT 5' INTERVALS. Z STAINED TROPICAL HARDWOOD HORIZONTAL SHIPLAP SIDING ARTSAN SIDING MITERED AT ALL CORNERS WITH GALVALUME FLASHING CAP 2X4 ARTISAN CEMENTITIOUS TRIM AS RAILING MIN 36" ABOVE WALKING SURFACE AT WINDOWS WITHIN ARTISAN SIDING PROVIDE OPENINGS AT BOTTOM TO ALLOW DRAINAGE FIBERGLASS CLAD WOOD WINDOWS TYP. GALVANIZED STEEL PIPE RAILING PAINTED WHITE 1/2" THICK ALUMINUM HOUSE NUMBERS -L7--- LDIRECTION TROPICAL HARDWOOD TRIM AT WINDOWS WITHIN TROPICAL HARDWOOD SIDING ................-- ------SHOWN AT 8" HEIGHT _.-__- JAMBS TO EXTEND TO BOTTOM OF SILL AND SANDWICH SILL ENDS TROPICAL HARDWOOD SHIPLAP HORIZONTAL SIDING STAINED STUCCO OVER MASONRY AT SOUTH WALLS PAINTED WHITE - -- ALL CORNERS MITERED. --_ -WHITE VINYL CONTROL JOINTS AT STUCCO . . . _._-----_ __ -- ._.__— DIE ARTISAN LAP CEMENTITIOUS SIDING AS REQUIRED :. :. _ : -- - - -- - SMOOTH SURFACE PAINTED GRAY ALL CORNERS MITERED_._.._. ..-._ ...-------- -- -- WHITE PAINTED STUCCO OVER WOOD FRAME -- - ---� ---... ARTISAN 2X4 CEMENTITIOUS TRIMWOOD GARAGE DOORS STAINED TO MATCH IPE SIDING WOOD FENCE PER OWNER DIRECTION NCE & SCREEN WALL WITH STUCCO FINISH LARGE GATE PER OWNER -• ___. -- x --- CONCRETE ST WALL WITH STUCCO FINISH : Z--- 6' WOOD FENCEC oo. �� - - - - - - - ----- - ----- _ RAIN LEADER ENCASED IN CUSTOM LIGHT GALVALUME FIT RE LUME COV ERED FORMED STUCCO SILL TO ACHIEVE DRIP O FIN SHAPE WITH HORIZONTAL JOINTS SPACES AT 5' INTERVALS. GALVANIZED STEEL PIPE RAILING PAINTED WHITE AT BASE OF WINDOWS IN STUCCO WALLS 124 GALVALUME METAL EAVE DRIP FLASHING TYPICAL W HERE PAPT OF CUSTOM GALVALUME GUTTER SYSTEM EAST ELEVATION O WHITE H OSTOP PREMIUM COAT ROOF GALVALUME EAVE DRIP FLASHING OVER CEMENTITIOUS HARDIE TRIM PAINTED WHITE W WHITE PAINTED STUCCO OVER WOOD FRAME `p d' GALVALUME OR GRAY PAINTED ALUMINUM d' ` __...- HEAD FLASHING OVER N _.....__..__..........._._..._...-.._ CEMENTITIOUS 2X DRIP CAP ................._..._. _. _...__..__... . FIBERGLASS CLAD WOOD WINDOWS TYP. _.._._-....__. ---. _. --- -- _ _ - R.. - --__ _ 2X4 ARTISAN CEMENTITIOUS TRIM -_---- —_ - - -....... AT WINDOWS WITHIN ARTISAN SIDING. _.......... .._.- _. _-_.......__.____-..._. .---... .__ -...____.- WIDTH OF TRIM INCREASES AS REQUIRED �- BETWEEN WINDOWS IN GROUP. GALVALUME EAVE DRIP FLASHING _ - - --- - TRIM PAINTED TO MATCH SIDING. OVER CEMENTITIOUS HARDIE TRIM PAINTED WHITE _" FIBERGLASS CLAD WOOD WINDOWS TYP. GALVALUME METAL EAVE DRIP FLASHING TYPICAL __._.__..... _...-.._.. N HERE PART OF CUSTOM GALVALUME GUTTER SYSTEM - - - _._—__---------------------- ........--- -------- -- - GALVANIZED STEEL PIPE RAILING PAINTED WHITE _...__..._- _.. ---- -_ _..... _-_.. _------ -_......_ -- _ ---....._..... __ — ---------- -..-. ._ -.._ ---. _._..... ._...- _._ S RAIN LEADER ENCASED IN CUSTOM GALVALUME COVERED -_.__......... _ __...._.__-_...... _.-._..___ -.-_ .__._ _--------------_ _.._._._.__.. -- . _........ _._. _ __ __...- ..........._._. ........._._.. -- FIN SHAPE WITH HORIZONTAL JOINTS SPACES AT 5' INTERVALS. -�-_--� - -- ---- ---.--- _- __..___ _........--_- ..._ - _- - CEMENTITIOUS SIDING _.-_.._....__....--_... ---- --- ....-- --------_ JAMES HARDIE ARTISAN LAP CEME -- D � SMOOTH SURFACE PAINTED GRAY 2' 4' 8' _-...-_ WITH T&G HORIZONTAL JOINTS AND ................ _ _.. __... ..__. ....._.. ALL CORNERS MITERED .--...---_ ---- _ _ --- - -__ __- -. --- ....... ......... _-_-------------- JAMES .-._ _---- ------ - --- - .... ...... ._------- _. --- __.-__.._............_._._. JAMES HARDIE ARTISAN LAP CEMENTITIOUS SIDING .............._.------- -- _._._____--_._....... _..._--._._ __.-_-_.-- .................SMOOTH SURFACE PAINTED GRAY ALL BUTT ENDS G AS POSSIBLE AND ALL CORNERS MITERED --- WHITE PAINTED STUCCO OVER WOOD FRAME ... -- -- :_...._...___..____._... .___ . : __... _ BUILDING . _ _ - - ELEVATIONS WHITE PAINTED STUCCO OVER CMU CMU SCREEN WALLSri --------------r -_.._--------------- -�----.__--------_-_ ___--__-__- U • 3'-21" f I CONCRETE STEM WALL WITH STUCCO FINISH _HVAC CONCRETE STEM WALL STUCCO FINISH WHITE PAINTED STUCCO OVER CMU JAMES W DUPREE ill I I, NORTH ELEVATION RCHI CT -0 382 II I { i W i ONO oNM00 0 C) W H Q N 41_0R 47'-1j" W Q ,� o O W U W o� i a � � wWZxw Q 0-4W W U � U 4'_4R B N ATTIC 3 " � O Wp! o o 25 11 F-, I � 1 ti W � O o AllI IT 0 Z 12 I 1.7 MASTER MASTER o ASTER MASTER INEINI LAU DRY UPPER i ATTIC - SHOWER TOILET 3ATH CLOSET o NDIN =_.-_— _ -- - II ST IR - 3 LOWER i LANDING ...... . SHOWER _ _ BATH --- _ --_.. .. _ o RECESS - -: _ _.__..._. _ UPPE R x VESTIBULE BEEAKFA CHE - ---- I � - l 00 LOWER U PANTRY 9YEE11TIBULE - I R AI R GARAGE PAINTED GYP BD z co I � y - I R CONCRETE FLOOR SLOPES TO o DRAIN AT GARAGE DOORS PAINTED CMU M � Q a �✓_ K 2 BUILDING SECTI❑N a ►-� 12 13 � O W rB HARDIE ARTISAN LAP SIDING 12 _...._._._— _.. TROPICAL HARDWOOD LAP SIDI G - -- -- - ----------------- --- - .--- -- --..._........__-- _- JrTv — — - - -- --- ------------ --- __ HARDIE ARTISAN LAP SIDING STUCCO --------- ---- -__. __ _..-- 0 STUCCO — _ _._.. 0 _.. _---- -= - - _- - I _ W E -_ . MASTER - TePPIN�-- --- _ =- C V E p _ _ _. --- -._ -- -- _ AND--waTERPROOF-MEMBRU E B L C O '' - --- - -BALCONY _ ___:: __ i ..............__ Do 5, 0" STUCCO --- ----- - __.._. I ---- ....._ R� --. - -- - -- _ --- -- ST CO I ---- _ W_--- - -_-_ _....._. ...._ _-._. ------_. -_— SOFFIT DROPPED2 AT PASSAGE AREA ............._ ___. -- BUILDING _ _I _ SECTIONS--------------------- - _ AGE ___` . _.-- __---- �_ -- -- - -- -- o =.- _.__-_ ._ _.... _.. - _ _.._.-. ._.. ---- - _ _ _.... .- - --_ _ _.....__ _....... _..._ _....._._—S�# Tt......._.___ -- __ R t STUCCO 7 I /- 09-09-13 PROVIDE CHASE AT CONCRETE FOUNDATION FOR AIR EXHAUST FROM KITCHEN COOKTOP 1 �3UILDING SECTI❑N J S W UPREE III ARC f .CT A 1 , R . L i `p N C � OMO a .�-i O M 0? I 12 UOW 4 i— — — — 47'-1i" W rTj 60 � wwz � � N Qv W WF'' � o , P4 4'-4" V1 � W � Olson L L W Q Q I� N ATTIC c � Q Who 3 6 28'-l" E ATTICN � 4oa NNW Mom- I 12 nnnnn' s A CY 10� ATTIC o o CLOSET BATH CD Ll I Li 3 L—j L-111 �11 -co II MASTER BEDROOM BEDROOM BEDROOM 2 3 _ I 0 i 2X8 STUDS AT SLOPED WALL _ I W � CD o CD H -- THEATER OFFICE I I D _ - - immomp I o �, I w WEST PORCHI I LIVIN( DININ( ' N FIR O I I � PLA 'I I � I I GARAGE 0 co MORE r7 ' I � c� BUILDING SECTION w D � O " N B " 4—4 29_ L L ATTIC I ' 25'—11 ATTICswoon— N4. II N a SHOWER II ATTIC C LOS BDRV BATH N C LOS ET T ..:. __....._ W E I 2 2 2 4 ECE oO I I S N II - MASTER = - -- - - BEDROOM `� I I " LOWER 29 49 8 b HALL - - — ----- —-- — -- O I 04 ' O BUILDING STAIR 2 Ra. SECTIONS LIVIN O R ---= o POOL DECK SLOPES TO DRAIN TO WEST _ LOWER BUT SLAB TAPERED TO DRAIN AWAY FROM POOL L�j IL VESTIBL LE - CIDGARAGE co - a o a 09-09-13 6 MOM I � 3 BUILDING SECTI❑N JAMES, W DUPREE III RCHI. CT A' - 11382 °1 i 1 M a O N O _ 3 � o u i � O a Z www HARDIE SOFFIT HARDIE SOFFIT QU wwP4 u F. ATTIC ATTIC 11 a a W i I wQ QQ_ r� wN RANSOM WINDO STUCCO SOFFIT I ti O O a STUCCO SOFFIT I 4" DIAM. OPENINGS CUT OR FORMED ;Lo INTO SOLID CONCRETE AT MASONRY WALL. STUCCO OVER CMU WALL I I TIRROR TO TRANSOM SILL I STUCCO OTAPER tR MASONRY TO RETURN INTO OPENING. HARDIE SOFFIT MASTER DRAINAGE U CO GHTLXTERIOR Y TO PROMOTE MASTERITOILET MASTERBATH MASTE ALCONY SONOGUARD TRAFFIC TOPPING BALCONY ( BEDROOM AND WATERPROOF MEMBRANE OVER DECK I AND W11H SINKS I IMASTER WHIRLPOOL TUB I MASTER - BATH BEDROOM T- _- I i I ...... ---- TRAN OM WINDOW HARDIE SOFFIT I I Q DROPPED STUCCO SOFFIT PIER WRAPPED WITH HARDIE ARTISAN -___= j MIRROR CEMENTITIOUS SIDING WITH MITERED CORNERS ........................ ... i WEST PORCH - EST P RCH REAKF Po L BATH PASSA E UTILITY VANITY I SHOWER FLOAT OUT AND PAINT CONCRETE AT BASE OF 'r' SIDING TO MATCH GRAY SIDING COLOR - - o a � a mill I BUILDING SECTI❑N ` 6 BUILDING SECTION 5 - w G rH v� 13 13 N ATTIC I HARDIE SOFFIT ATTIC HARDIE SOFFIT . - HARDIE SOFFIT 1 F I I HARDIE SOFFIT 13 I BEDROOM ,Z CONCRETE BEAM SPANNING BETWEEN W E STUCCO OVER CMU GUARD RAIL O P ... . AST R UPPER C L SET BEDROOM UPPER Z MASTER OPEN MASONRY WALLS, PARTIALLY LOS :T HALL 2 2 HALL J CLOSET BALCONY SUPPORTED BY CENTER PIPE COLUMN. S SONOGUARD TRAFFIC TOPPING BALCONY- 2 I SCUPPERS CUT OR FORMED INTO BEAM I AT WALKING SURFACE 10 OP OF LK i AND WATERPROOF MEMBRANE OVER DECK 1 2' 4' gCD ' ---- REFRIGERATOR AND OVENS � � � � ���� S U CO SOFFIT � � I I PROJECTING WOOD MANTLE BUILT-IN WITH CABINET FACING �, I STAIR BEYOND ----------------------------- BUILDING 4' HIGH GATE TO MATCH KITCH N NVIN I 48" ISOKERN FIREPLACE LIVING KI SOUTH SECTIONS IPE RAILING I 6'-0' t° PORCH DRIP RECESS AT STUCCO SOFFIT P : U T H I `� FULL CKSPLASH TO OTTOM CA S I I a M CONSI R COUNTERTO MATERIA N -- RCH - _ I 3'-11a co - RAISED STONE HEARTH I o a � PROJECTING STAINED CONCRETE SLAB OVER STUCCO COVERED CMU STEM WALL BELOW :.. .L' — 09-09-13 .� JAMES W DUPRFE 1.11 ARCFII?":CT --0 )382 7 BUILDING SECTI❑N 8 BUILDING SECTI❑N i oMo N M 00 i SOLATUBE SKYLIGHT W Q; un O c ATTIC ATTIC _ d uu HARDIE SOFFIT W Q Q W N c.� Q 4 STUCCO BEAM FACE W O O BATH U BATH UPPER LAUNDRY OPEN IIEDROOM CLOS UPPER COVERED STUCCO SOFFIT w o w 3 J 2 HALL BALCONY 4 tip, Za u 3 LANDING F131 BALCONY GALVALUME CAP TROPICAL HARDWOOD OVER STEEL FRAME _.__........_..._...._......._......._.... _._....... _ _......._ - ------ --- N SONOGUARD TRAFFIC TOPPING _._ ------.._.....__.__ AND WATERPROOF MEMBRANE R _ _ OVER DECK STAIR BEYOND STAIR BEYOND T&G TROPICAL HARDWOOD SOFFIT NICHEDINING COATS HALL DINING - Y R FRONT Q PORCH SOUTH PORCH WALL RAIL TURNS TO MEET PANTRY PIPE COLUMN AT BASE OF STAIRS = - W o � i . 9 BUILDING SECTI❑N BUILDING SECTI❑N �„� Q , W � o I � I 'W^ � Iff l N ffThl — N . ----------_ .------- - BATH THEATER . . ._ .._..- s ER H LL =-_- . .: .. 26 - — — OFFICE :: . . . ._.... 4 8 4' HIGH GATE TO MATCH o ' PIPE RAILING 4' HIGH GATE TO MATCH PIPE RAILING BUILDING GARAGE GARAGE SECTIONS 1 10 09-09-13 11 BUILDING SECTI❑N BUILDING SECTI❑N 12 JAMES W DURRE E III Hl3 CT ')RCC'j 352 I � C�� t� i ONO a N o W N 4 un W � U � � O, ! 04 w ATTIC `S �D � HGWn � Q ATTIC ■ y LIL MASTER CLOSET MASTER R LAUNDRY �� LA N 5'-0" SOFFIT DROPPED 2" AT PASSAGE AREA KITCHEN B EAK . _ O -. -.. _ R OYERLu w H 13 BUILDING SECTION w w 4 N ATTIC J MASTER MASTER CLOSET LAU DRY UPP .,R - - ------ BATH LAN : - 2' 4' 8' BUILDING - _.__...._ SECTIONS ........ EAKFA CHE -OYER - PANTRY -- _._.--_....._............_ 09-09-13 4" DIAM. STEEL PIPE COLUMN STAIR HANDRAIL WELDED OR 4k OTHERWISE FASTENED TO EAST COLUMN. ,!?MMES W C)klPRFL •!I 14 BUILDING SECTION aRct-l1;'-41 R 00 382 1 00 N LVL SUB-FASCIA ACRYLIC COATED GALVALUME FLASHING WITH HEMMED DRIP EDGE. 4'-0" ACRYLIC COATED GALVALUME FLASHING WITH HEMMED DRIP EDGE. CUSTOM SHEET METAL GUTTER p (-•+ N �`� o0 PER STRUCTURAL SEE HYDROSTOP DETAIL FOR INSTALLATION NOTES. SEE HYDROSTOP DEFAIL FOR INSTALLATION NOTES. GENERAL NOTES: COMPOSED OF ACRYLIC COATED GALVALUME FINISH -+ U W Q DRAWINGS WITH ADDEDHYDROSTOP PREMIUM COAT ROOFING SYSTEM WITH ORNAMENTAL EDGE TO CONTINUE DEPTH OR BLOCKING HYDROSTOP PREMIUM COAT ROOFING SYSTEM 1 . INSTALL ALL MATERIALS PER MANUFACTURER RECOMMENDATIONS. ROOF EDGE FLASHING PROFILE. TO PROVIDE BACKING INSTALLED"PER MANUFACTURER RECOMMENDATIONS INSTALLED PER MANUFACTURER RECOMMENDATIONS STEEL FABRICATOR TO PROPOSE METHODS OF '""' ~' �-+ 4 � OVER 5/8 CDX PLYWOOD OVER PREFABRICATED W o FOR FULL FASCIA Y REGISTERED ENGINEER ' OVER 5/8' CDX PLYWOOD OVER PREFABRICATED 2. THESE DETAILS ESTABLISH ARCHITECTURAL INTENT. CONSTRUCTION AND SUPPORT IN SHOP DRAWINGS O� WOOD TRUSSES DESIGNED B _ W W WOOD TRUSSES DESIGNED BY REGISTERED ENGINEER„ l, N THE ARCHITECT WELCOMES SUGGESTIONS BY THE CONTRACTOR FOR PT 2X4 NAILER � TO BE SUBMITTED TO ARCHITECT FOR REVIEW. „ 1W V1 TYPICAL 2X8 TOP CHORD - LINE HATCH INDICATES PREFAB WD TRUSS EQUAL AND BETTER APPLICATION METHODS BEFORE AND DURING VINYL INSIDE CORNER PT 2X4 NAILER " WITH TYPICAL 2X8 TOP CHORD THE CONSTRUCTION PROCESS. IT IS IMPORTANT TO DISCUSS W W Z U N CROSS HATCH INDICATES 2X10 STUCCO CONT L JOINT J BEAD AND SEALANT 2X10 BLOCKING ALONGSIDE 2X8 TRUSS TOP CHORD Q W W CHANGES WITH THE ARCHITECT PRIOR TO EXECUTION SO THAT THE U p d NAILED ALONGSIDE TOP CHORD TYPICAL STUCCO OVER " CROSS HATCH INDICATES 2X10 TO GIVE SHAPE TO ROOF OVERHANG _ ARCHITECTURAL INTENT CAN BE BEST PRESERVED OR ENHANCED. TO FORM FASCIA DEPTH NAILED ALONGSIDE TOP CHORD N 1� LADDER FRAMED BLOCKING •�, TO FORM FASCIA DEPTH BLOCKING BETWEEN TRUSSES PROVIDES BACKING V1 �- € FOR DECORATIVE BEAM „ � ,a a N 3. STUCCO FINISH IS TO BE DETERMINED. HERE THOUGHT TO BE FOR 5-1/2 THICK SPRAY FOAM INSULATION AT ATTIC SMOOTH SAND FINISH WITH ELASTOMERIC COATING SUCH AS VIIP Q w " „ = J 8100 WITH 1200 SERIES PRIMER. 1'-4” " " W o o SMOOTH -� 7 VINYL CORNER BEAD 10 TYPICAL HARDIE TRIM a 8" ^ . �' ti (s•a N W a SMOOTH HARDIE PANEL AS SOFFIT. TREAT JOINTS 10 MAINTAIN FLUSH ARTISAN TRIM SMOOTH HARDIE PANEL AS SOFFIT. Z CONTINUOUS PAINTED SURFACE TREAT JOINTS TO MAINTAIN FLUSH ' a CONTINUE WALL SHEATHING OR BLOCKING CONTINUOUS PAINTED SURFACE OF SOME TYPE UP TO BOTTOM OF ROOF d VINYL J BEAD STUCCO STOP AND SEALANT SHEATHING TO PROVIDE BACKING FOR SMOOTH HARDIE TRIM BOARD OPEN CELL SPRAY FOAM INSULATION. =N 4'-0" OVER PT NAILERS GALVALUME CAP FLASHING OVER 2-PT 2X6 PLATES 4'-0" 5-1/2" MIN. THICKNESS OF OPEN CELL POLYURETHANE 7/8" 3 COAT STUCCO OVER PAPER BACKED OVER 4X4 IPE RAIL ANCHORED TO SIDE WALLS. SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING 1/2" GYPSUM CEILING BOARD _ ^ GALVANIZED EXPANDED METAL LATH OVER PROSOCO 2X4 IPE PICKETS AT 24' CENTERS SPAN TO LOWER SMOOTH HARDIE PANEL AS SOFFIT. BECOMING 3-1/2' THICK DOWN EXTERIOR WALL FACE AT ATTIC. ^ ^ 1'_ R-GUARD SPRAY WRAP WEATHER RESISTANT MEMBRANE o 4X4 IPE RAIL ALSO ANCHORED TO SIDE WALLS TREAT JOINTS TO MAINTAIN FLUSH " $ RUN GALVALUME AS OVER 7/16" OSB SHEATHING OVER 'o, SUCH THAT BOTTOM OF LOWER RAIL IS 2 ABOVE CONTINUOUS PAINTED SURFACE "'� 1 SOFFIT MATERIAL OVER 2X4 FRAMING AT WALL ABOVE BEAM WALKING SURFACE. PROVIDE 1X6 SHIPLAP CUMARU PROVIDE INTUMESCENT IGNITION BARRIER OVER INSULATION " f 1/2' CDX PLYWOOD SIDING AT EAST FACE OF PICKETS. 2X4 HARDIE ARTISAN TRIM AT HABITABLE ATTIC AREAS AS REQUIRED BY CODE ! 2X4 CUMARU TRIM INTENT IS TO GIVE FINISHED APPEARANCE AT BOTH SIDES OF RAIL TOP OF ENURE RAIL HARDIE ARTISAN SMOOTH LAP SIDING z AS AVAILABLE. WOOD TRUSS HUNG FROM DOUBLE LVL BEAM MIN. 36" ABOVE WALKING SURFACE. WITH 6" EXPOSURE o CAP HEADER TRIM WITH SEE STRUCTURAL DRAWINGS GALVALUME FLASHING PROSOCO R-GUARD AIR AND WATER RESISTIVE/ WATERPROOFING BARRIER SYSTEM OVER 7/16" WINDOWS AT CUMARU WALLS RAIN EADER RAIN LEADER ENCASED Q OSB SHEATHING. INSTALL R-GUARD JOINT SEAM HAVE GRAY FRAMES IN GALVALUME FIN AT - FILLER OVER SHEATHING JOINTS AND PENETRATIONS. WINDOW INSTALLATION IS NORTHEAST CORNER INSTALL R-GUARD SPRAY WRAP OVER FLOORING SYSTEM ( OF BUILDING TO BE SELECTED TYPICAL IN TILTED WALL t VINYL CORNER BEAD TYPICAL ENTIRE SHEATHING SURFACE PER MANUFACTURER. „ " EXCEPT WALLS AND RETURNS 3-1/2 MIN. THICKNESS OF ^ ACRYLIC COATED GALVALUME OR GRAY OPEN CELL POLYURETHANE ARE DEEPER 7j " 1 2" CLNG BD INSULATION AT UNDERSIDE OF J VINYL DRIP SCREED AT STUCCO SOFFIT OVER 8' PAINTED ALUMINUM DRIP FLASHING / SPRAY FOAM INSULATION FLOOR OVER CONDITIONED SONOGUARD WATERPROOFING AND OVER PT WOOD BLOCK OVER 2X4 ARTISAN a AT UNDERSIDE OF FLOOR 'r' u PROSOCO SPRAY WRAP OVER LIGHT TRAFFIC TOPPING SYSTEM TRIM AT WINDOW HEAD SPACE RECOMMENDED PRIMARILY �+ 1/2" CDX PLYWOOD OVER TRUSS FRAMING " ' s' 1 RETURN 1/2" SHEATHING AT CANTILEVER FOR SOUND CONTROL OVER 3/4 EXTERIOR GRADE PLYWOOD DECKING TURNING DOWN FACE OF W OVER 2X12 FLOOR JOISTS. PROVIDE SEALANT BETWEEN TRIM AND GYPSUM BD ' F F 2 WINDOW FRAME ALL AROUND INTO OPENING WALL SHEATHING EXTENDED UP C NCEPTUAL HORIZONTAL AT TRUSS ENDS TO FLOOR ABOVE J NT AT GALVALUME FIN UN ELATED CAVITY. APPL SPRAY FOAM GALVALUME METAL DRIP EDGE FILL SHIM SPACE a A CONTINUOUS RAIN LEADER. INSULATIO AT INTERIOR Z. ' OVER 2X4 PT WD BLOCK AT EDGE APPLY R-GUARD JOINT SEAM FILLER AT WITH LOW ANTICIPATING STRUCTURAL ANGLES SIDE OF WA SEPARATING a OF SONOGUARD MEMBRANE ALL CORNERS OF WINDOW OPENINGS. COVER N EXPANSION FOAM AT FIN CORNERS PER SHEET THIS CAVITY OM INTERIOR INSIDE OF OPENING AND FACE OF WALL APPLY R-GUARD WOOD FLOOR TRUSS M AL SUBCONTRACTOR J BEAD AND SEALANT " 5/8" TYPE "X" GYPSUM BD TO MAINTAINAIR BARRIER 6 OUT FROM OPENING WITH R-GUARD AIR DAM SEALER BETWEEN THEM LVL BEAMS PER STRUCTURAL DRAWINGS FAST FLASH. COVER FAST FLASH AND ENTIRE ALL AROUND AT GARAGE CEILING EXTERIOR WALL WITH R-GUARD SPRAY WRAP. INTERIOR SIDE BLOCKING �, SET WINDOW INTO WALL OPENING WITH OF WINDOW FULL DEPTH KINGTIMBSTRAND _ Q' 2X6 CEILING JOISTS ' = 1 0 1 Q FLANGE LAPPING OVER SPRAY WRAP. COVER OR LVL BLOCKING `^J HEAD, JAMBS AND SILL FACES OF FLANGE BETWEEN WOOD FLOOR TRUSSES a BLOCKING AS REQUIRED WITH FAST FLASH FROM WINDOW FRAME R-GUARD SPRAY WRAP TO COVER OUT ONTO SPRAY WRAP AT WALL. FOAM AND 7/16 OSB AT SOFFIT AND WALL CUMARU HIPLAP SIDING AIR SEAL CONTINUOUSLY. PREP CORNERS WITH 3-1/2" OPEN CELL SPRAY 1X6 PLU BY ADVANTAGE LUMBER O O Ir JOINT SEAM MATERIAL AS REQUIRED 2X8 WALL FOAM POtYUREfHARE INSULA N OVER TY ICAL PROSOCO R-GUARD CUMARU SHIPLAPAS SOFFIT ,� 7„ � AT 3 PANEL DOOR 2X4 ARTISAN TRIM AT JAMBS TO MAINTAIN INTEGRITY OF ENVELOPE. SPRAY WRAP WATERPROOFING MEMBRANE OVER 1/2 CDX PLYWOOD „ 7/8" 3 COAT STUCCO OVER PAPER BACKED WITH SEALANT AT WIDOW FRAME 1 2" GYP' BD. WOOD BASE LEVEL TOP OVER 7/ 6" OSB PLYWD OVER 8 - GALVANIZED EXPANDED METAL LATH OVER PROSOCO RETURN AX JAMB HARDIE ARTISAN TRIM FINISH SEA NT OVER 2X8 WD TUDS AT TILTED WALL. R-GUARD SPRAY WRAP WEATHER RESISTANT MEMBRANE a WOOD SILL BELO R-GUARD AI SEAL SEE EL TIONS FOR EXTENT OF SIDING. 0 SONOGUARD WATERPROOFING AND LIGHT TRAFFIC TOPPING SYSTEM VINYL STUCCO BEAD OVER 1/2" CDX PLYWOOD SMOOTH HARDIE TRIM OR OVER LOW XPANSION OVER 3/4 EXTERIOR GRADE PLYWOOD DECKING ANDS T UNDER HARDIE PANEL MATERIAL FOAM ATS M SPACE O "' JAMB OVER 2X12 FLOOR JOISTS. CUMARU TRIM CONSIDERED TO BE o ` ' : OVER BACKING AS REQUIRED WINDOWS HERE C TO ACHIEVE 1-1/2 THICKNESS 25' W INTEGRITY WOOD ULTREX WITH FIBERGLASS VINYL CORNER BE CLADDING. SEE WINDOW SCHEDULES FOR "' TYPICAL GENERIC TYPE AND SIZING. AIR DAM_ SEALANT AROUND FRAME AT TRIM 2 PROVIDE FOR PEN RI AT d" CREATE REQUIRED WALL OPENINGS SPRAY WRAP LANE H GE I PER MANUFACTURER RECOMMENDATIONS. WOOD SILL SLIDING GLASS DOOR N SEE STRUCTURAL DRAWINGS FOR REQUIRED DESIGN PRESSURES. PROVE PT WD / j a PT WD TRIM CUMARU SHIPLAP AS SOFFIT BL CKI GIDA READ. HARDIE ARTISAN TRIM FINISH SEA NT OVER '� OVER R-GURAD SPRAY WRAP T ELEVATE PLATE RAB ARTISAN PROVIDE BLOCKING AT 2X12 FLOOR JOISTS a " AT DOOR JAMBS " R-GUARD AI SEAL OVER 1/2 CDX PLYWOOD TO EQ RED HEIGHT TRI CREATE TO PROVIDE ADEQUATE ANCHORAGE FOR a OVER LOW EXPANSION PAI ED CMU � SCREWS AT SURFACE MOUNTED FLANGE 2X4 ARTISAN TRIM FOAM ATS M SPACE Lo LAP B VENT HARDIE ARTISAN LAP SIDING AT 0 OF WAIL TO SUPPORT POSTS AT PIPE RAIL ABOVE. _ --� SCREW THROUGH SONOGUARD MEMBRANE, '- = OVER R-GUARD SPRAY WRAP EXTERIOR CONCRETE FINISH TO BE STAINED 1 X8 WOOD BASE. = OVER 2X4 PT FURRING ST 'I, THEN SEAL ALL SCREW HEADS AND COVER o W OR COVERED WITH STONE TILE OVER SETTING BED. 2X6 WOOD STUDS AT 16" CENTERS ELECTRICAL OUTL S o RUN VERTICAL AT 12" CENtRS ECTI N AT TR OIDS WITH DECORATIVE FLANGE. -' CONSULT OWNER FOR SELECTION. TYPICAL FOR MOST EXTERIOR WALLS. TURNED SIDEWAYS JAMB „ OVER 8" CMU WALL FU HT CMU AS SCREEN WALL CAVITIES TO BE FILLED WITH TO FIT IN BASE = FAST FLASH OVER METAL DRIP B EE AND R-19 FIBERGLASS BATT INSULATION. ' BESIDE OORS 4' THICK MONOLYTHIC CONCRETE SLAB € o FLASHING OVER SPRAY V AP o GALVALUME METAL DRIP EDGE AT EDGE WITH CRACK RESISTING REINFORCING OVER 6 MIL FLOORING SYSTEM OVER PT WD HEADER CAP co OF SONOGUARD MEMBRANE OVER EXTERIOR GRADE POLYVINYL VAPOR BARRIER OVER CLEAN, COMPACTED, 3/4" T&G PLYWOOD DECKING TO BE SELECTED SLOPED TO DRAIN OVER 2X12 FLOOR JOISTS SLOPED TO DRAIN TERMITE TREATED FILL RECESS CONCRETE SLAB PT WOOD BLOCKING 3-1/2" MIN. THICKNESS OF OPEN CELL PER GA GE DOOR CORA VENT SV5 OR ' AT DOOR SILL BY 2 � •� = R-GU JOINT SEALE AT C RNERS PAI ED CMU VINYL J BEAD WITH SEALANT POLYURETHANE SPRAY FOAM INSULATION NSTAL TION REQUIREMENTS SIMI R NO-CRUSH WHERE STUCCO MEETS PT BLOCKING AT UNDERSIDE OF FLOOR SHEATHING CREATING NATURAL PAN 2X4 AR ISAN TRIM VE N STRIP WITH OVER EXTERIOR SPACE BELOW TO BE COATED AT BOTTOM, BACK JAMB „ I INSET SCREEN AND SIDES WITH WATERPROOFING 5/16 ARDIE PANEL B EE 7/8" 3 COAT STUCCO OVER PAPER BACKED �i UNVENTED CAVITY GALVANIZED EXPANDED METAL LATH OVER PROSOCO MEMBRANE SUCH AS TREMOR i VULKEM 350. SET DOOR o, 7/8" 3 C AT STUCCO (VER S LF-FURRING a FURRING STRIPS R-GUARD SPRAY WRAP WEATHER RESISTANT MEMBRANE INTO BED OF SEALANT TO ENSURE GALVANIZE EXPANDED ETAL TH WITHOUT OVER 1/2" CDX PLYWOOD LVL BEAM AIR AND WATER BARRIER. ;� PAPER BA KING OVERPRAY RAP OVER o i a 8 'CMU WI JOINTS UT FL H- NOT STRUCK � co STUCCO SOFFIT AT PASSAGE IS DROPPED AN FLOOR TRUSS ' F F 1 MONOLYTHIC CONCRETE SLAB ^ o EXTRA 2-3 TO PROVIDE STOP FOR " VINYL DRIP SCREED r METAL DRIP FLASHING AT BASE OF DRAINAGE PLANE WITH CRACK RESISTING FLOORING SYSTEM i TOP F FLASHING HARDIE PANEL SOFFIT OUTSIDE SLIDING DOORS 8 •'`� SET OVER SPRAY WRAP AND SEALED WITH FAST FLASH. REINFORCING OVER 6 MIL TO BE S LECTED "' SEAL 0 SPRAY PVC TRIM ACCESSORIES BY INYL CORP WRAP W H FAST FLASH. _ SPRAY WRAP APPLIED CONTINUOUSLY POLYVINYL VAPOR BARRIER AT ALL STU CO TERMINATIO AND JOINTS ON VERTICAL PLANE OF 7/16' PLYWOOD SHEATHING OVER CLEAN, COMPACTED, BOTT M LAPS J-BEAD a ONTO SAME AT UNDERSIDE OF TRUSSES. TERMITE TREATED FILL a SEALANT ETWEEN PVC S CCO J-BEAD AND ATS 0 BASE WALL A WALL SECTION •'`` SMOOTH HARDIE PANEL AS SOFFIT. STRIP OF DIE ANEL OARD OVER SPRAY W P SPI RAP OVER CMU „ TREAT JOINTS TO MAINTAIN FLUSH JAMB OVER PT D BACKING FAST SH OVER SECTIONS 9 - a CONTINUOUS PAINTED SURFACE. a " A' STUCCO BA HARDIE A TISAN RIM MEMBRA IE TRANSITION HARDIE P EL OARD e s .: e.'•. .:. CO ' # STUCCO RNS ORNE UNDER BOTTOM OF TRI `r WHITE PAINTED POWDER COATED GALVANIZED STEEL PIPE RAIL POSTS EDGE OF TREADS AS APPEAR AT SOUTH ELEVATION WALL SECTION € G R VI EEP SCREED SET INTO MASTIC AT 2" MIN DEEP CORES DRILLED INTO CONCRETE SUCH THAT EACH TREAD IS SEGMENT OF TYPICAL C € D a SEAL TOP 'OFXPANS N STRIP AT CONC. JT. TREM V LKEM AT SAFE DISTANCE FROM SLAB EDGES - to HIGH SLAB SIDE DETAIL - y RECESS AT 0 CR 250G O ORSIMILAR 'P WHERE SLAB OVERHANGS FACE WALL WATERPROOFING BELOW12 .. -. e ALLOWING STUCCO TO DIE TO UNDERSIDE 8" CMU STEM WALL OVER 0 OP OF • GR i .. P' e• ► D e ► 7/8„„ STUCCO TURNS CORNER ,.....:: _.�°# .. # # - .►. ' > . '..' - .. ► e: TOAD •' CONTINUOUS CONCRETE FOOTING _ f 8” CMU STEM WALL OVER e D - ►. a AT RISER -.W: E 1:_____ o :. • �, v a v n P AT BUILDING PERIMETER. _; ; I : f:.:._: L CONTINUOUS CONCRETE FOOTING ► CONCRETE WALK D ' . v:, e : :o „. -e. SEE STRUCTURAL DRAWINGS FOR DETAIL ° a AT BUILDING AND PORCH PERIMETER. .. . -0 ' I o ........ 33 '.. �,€.... # '.' 09-09- 3 e :► D: .: a :►.R i � 3 .. t , SEE STRUCTURAL DRAWINGS FOR DETAIL # D , : SIMILAR.SECTION AT # # :.... .: : #.... CONCRETE SOLID AT STAIRS SEE STRUCTURAL SECTION 3 S5.0 = D: f I FUCMU WALLLL GHT. e ► -BETWEE n i ' = " :. B SIDE -..' - _ # _ GARAGE. D ... .... F ,.... ....t € v.. e .• D f E s D; s 17. 1 ........... : : '.......... .# �: :....::. € ,JAM-. t i�RD . ......... AF till 1- OUT TO RAL `f ,... ...: CLEAN NATO _ STEEL REINFORCED CONCRETE STORMWATER CARRIED PAST WALL S E C T I❑N OVER SIZED AND CLEAN,PLACED COMPACTED, STRUCITE TREATED FILL TURAL DRAWINGS WALL S E C T I❑N TOPOGRAPHIC DEPRESSION I, WALL SECTI❑N D E . I HYDROSTOP PREMIUM ROOFING OVER HYDROSTOP PREMIUM ROOFING OVER I 5/8" CDX PLYWOOD OVER PREFAB WOOD TRUSSES 5/8" CDX PLYWOOD OVER PREFAB WOOD TRUSSES � 10N N FLOORING SYSTEM op OPEN CELL SPRAY POLYURETHANE INSULATION OPEN CELL SPRAY POLYURETHANE INSULATION TO BE SELECTED -elm O M oho 5-1/2" AT UNDERSIDE OF ROOF SHEATHING 5-1/2" AT UNDERSIDE OF ROOF SHEATHING '"' O U O N �1 3-1/2" AT BACKSIDE OF WALL SHEATHING AT ATTIC 3-1/2" AT BACKSIDE OF WALL SHEATHING AT ATTIC O O W "o INSULATION AT UNDERSIDE OF ^ W �O [� Q 2X8 OUTLOOKERS WITH BLOCKING 2X8 OUTLOOKERS WITH BLOCKING FLOOR OVER CONDITIONED AT WALL PLANE AT WALL PLANE SPACE RECOMMENDED PRIMARILY x O HYDROSTOP PREMIUM ROOFING OVER ") )) 2X10 ALONGSIDE OUTLOOKERS TO X10 ALO SID TjIAOKERS TO FOR SOUND CONTROL 5/8" CDX PLYWOOD OVER PREFAB WOOD TRUSSES 1 — ATTAIN DEPTH OF FASCIA 0 SCIA FLASHING OVER 3-1/2"SPRAY FOAM INSULATIONL.- /�' u �, PT 2X4 U r`1 Q U W W H x r WOOD FLOOR TRUSS p4 a W 100 — — — — — 100 BLOCKING BETWEEN TRUSSES 2X8 PT W C/1It PER STRUCTURAL DRAWINGS CM W Q Q Q W N STRUCTU � � O W � OW � 4 WOOD TRUSS HARDIE PANEL WOOD TRUSS WOOD TRUSS Ir— �I HARDIE TRIM R-GUARD SPRAY WRAP TO COVER RIGID 0 SPRAY '� W 0 O 7/16 OSB AT SOFFIT AND CMU WALL FOAM INSULATION HARDIE TRIMH IE PANEL CONTINUOUSLY. PREP CORNERS WITH JOINT SEAM MATERIAL AS REQUIRED 2X4 HARDIE ARTISAN TRIM GABLE END TRUSS GABLE END TRUSS 2X4 HARDIE ARTISAN TRIM TO MAINTAIN INTEGRITY OF ENVELOPE. 2X4 FRAME WALL WITH MEMBRANE EXTENDS INTO OPENING 1/2' GYP DOVER SHEATHING TO BACK UP OVER PT WD BUCK , 3-1/2" SPRAY FOAM HARDIE ARTISAN LAP SIDING HARDIE ARTISAN LAP SIDING 2X4 PT WE FURRING INSULATION TO COMPLETE HARDIE ARTISAN TRIM FINISH SEAL NT OVER BUILDING ENVELOPE AND PROS000 R-GURAD SPRAY WRAP J BEAD AND SEALANT R-GUARD AI SEAL MAINTAIN AIR SEAL BETWEEN OVER 7/16" OSB PLYWOOD OVER LOW I XPANSION INTERIOR AND EXTERIOR OVER WOOD TRUSSES 7/8" STUCCO OVER EXPANDED FOAM ATS M SPACE ATTIC SPACES 1/2" GYP CLNG BD GALVANIZED METAL LATH PRECAST OVER MEMBRANE OVER CMU CONC. CAP 2X4 PT WD BUCK 1/2" GYP BD SEALANT AROUND FRAME AT STUCCO SLIDING GLASS DOOR MEMBRANE CONTINUOUS P BD UNDER CAP GY � � Q I ( 20 PT WD BUC �--{ STUCCO SOFFIT N N iFIBERGLASS BATT IN ULATION HARDIE ARTISAN STUCCO O ARTISAN TRIM = TURN S OGUARD UP WALL. LAP TOP OF SONOGUARD LAP SIDING AT DOOR JAMBS ARTISAN 9 WITH R- UARD FAST FLASH AS TRANSITION STRIP DRIP FLASHING GYP BD INTO PENING c ALSO CO RING R-GUARD SPRAY WRAP HARDIE TRIM 1X8 WOOD BASE TO COVE SIDES AND TOP OF CMU RAIL FLOOR FINISH TO BE SELECTED FIBERGLASS BATT INSULATION = ' ARTISAN TRIM ° Q N 5-1/2" AT WALLS U DOOR UNIT 2X12 FLOOR JOISTS AT 16" OC 3-1/2" AT FLOOR FOR SOUND O Q� ' SPANNING EAST WEST WITH SLOPE - W `? `� FOR SPECIFIED WINDOWS TO FIT HERE U WINDOW HEADER FITS DIRECTLY UNDER F--� � I `V � 2X6 CEILING JOISTS AT 16" OC N N FLOOR TRUSSES. CONFIRM DETAIL WITH (� SPANNING NORTH SOUTH LEVEL ENGINEER AND FIELD CONFIRM WINDOW RECESS CONCRETE SLAB 'Z FIT PRIOR TO ORDER AT DOOR SILL BY 2" " 1/2" GYP BD RETURNS CREATING NATURAL PAN SONOGUARD WATERPROOF COATING WITH ' INTO WINDOW OPENING " FLASHING OVER PT WOOD CAP TO BE COATED AT BOTTOM, BACK O OVER 2X4 ARTISAN TRIM AND SIDES WITH WATERPROOFING DECORATIVE TRAFFIC TOPPING OVER 3/4" PROVIDE 3-1/2" SPRAY FOAM INSULATION MEMBRANE SUCH AS TREMCO EXTERIOR GRADE PLYWOOD FLOOR SHEATHING HERE TO AS URE AIR SEAL BETWEEN CONDITIONED VULKEM 350. SET DOOR �^ SLOPED TO DRAIN EAST AND WEST. INTO BED OF SEALANT TO ENSURE APPLY SONOGUARD PER MANUFACTURER AND UNCON TIONED FLOOR CAVITIES. AIR AND WATER BARRIER. RECOMMENDATIONS. TURN WATERPROOFING t EXTERIOR FL OR CAVITY IS NOT VENTED. UP VERTICAL WALL PLANE AND FLASH TO 25' DIRECT SET FIBERGLASS CLAD O C) WALL WATERPROOFING. CONFIRM COMPATIBIU I WOOD WINDOW. `V SEE PREVIOUS SECTIONS FOR MONOLYTHIC CONCRETE SLAB OF ALL MEMBRANES AND SEALANTS TYPICAL INSTALLATION DETAILS WITH CRACK RESISTING FLOORING SYSTEM W REINFORCING OVER 6 MIL TO BE S LECTED p..� EXTERIOR DOORS INTO WALL VINYL DRIP SCREED BETWEEN 7/8" STUCCO POLYVINYL VAPOR BARRIER Q OVER EXPANDED GALVANIZED METAL LATH ='k OVER CLEAN, COMPACTED, AS PER TYPICAL WI DOW WITHOUT BACKING OVER BOTTOM TERMITE TREATED FILL O INSTALLATION BUT ILL AT FLOOR LEVEL OF CONCRETE BEAM AND STUCCO OVER TO RECEIVE PAN Fi ASHING COMPOSED OF COPPER OR PLASTI SUCH AS JAMSILL PAPER BACKED LATH OVER 1/2" EXTERIOR W GRADE PLYWOOD SOFFIT OVER WOOD FRAMIN I GUARD BY JAMSILL CORP. WITH FULL = � INTEGRAL SIDE AND BACK DAMS ALL All SET INTO MASTIC AT PLYWOOD FLOOR. 2X4 HARDIE ARTISAN TRIM �O HARDIE ARTISAN SMOOTH LAP SIDING CABINETS WITH 6 EXPOSURE � � £ { ' INTERIOR FLOOR FINISH TO BE DETERMINED. , ANTICIPATE STON TILE OVER SETTING BED PROSOCO R-GUARD AIR AND WATER RESISTIVE o ;. .,.. OVER HARDIE KER BOARD OR SIMILAR WEATHER BARRIER SYSTEM OVER 7/16" OSB 8" CMU STEM WALL OVER £ . OVER 3/4' T&G PLYWOOD FLOOR SHEATHING = CONTINUOUS CONCRETE FOOTING / SHEATHING. INSTALL R-GUARD JOINT SEAM cif OVER PRE-FABRICATED WOOD TRUSSES FILLER OVER SHEATHING JOINTS AND c AT BUILDING PERIMETER. - PENETRATIONS. INSTALL R-GUARD SPRAY EE STRUCTURAL DRAWINGS FOR DETAIL ;,.......... , £..........: : :......... .._:.:::; ..-.....:. f. WRAP OVER ENTIRE SHEATHING SURFACE = :D. , PER MANUFACTURER. CARRY SPRAY WRAP TO BOTTOM OF OSB APPLY FAST FLASH OVER BOTTOM 5" STONE OR SOLID SURFACE . 11 iLLI � ` WOOD FLOOR TRUSSES OF SPRAY WRAP AND ONTO CONCRETE TO COUNTERTOP AND FULL WALKING SURFACE, OR AS RECOMMENDED BACKSPLASHr ` r , FOR THIS CONDITION BY MANUFACTURER. K WALL SECTI❑N ANY EXPOSED WATERPROOF TO BE PAINTED. CABINETS " POWDER COATED STEEL PIPE GUARDRAIL .X4 SET INTO WATERPROOFING AT CORE DRILLED I = v, c HOLES AT CONCRETE SLAB STUCCO SOFFIT HARDIE PANEL SOFFIT M V) FLOOR FINISH TO BE SELECTED FINISH AT CONCRETE DECK TO BE DETERMI ED. TRIM WINDOW SILL AS ':°0 I z OPTIONS INCLUDE STAINED CONCRETE AND EXTENSION OF BASE _i FIBERGLASS CLAD AWNING WINDOW STONE TILE OVER SETTING BED. J WALL SECTION FINISH TO RETURN DOWN FACE OF SLAB 1-4 AND ALL EXTERIOR STAIRS. 4" REINFORCED CONCRETE SLAB OVER CLEAN, COMPACTED 2X6 PT WOOD PLATE WITH N - D TERMITE TREATED FILL PT SHIMS AS REQUIRED OVER SILL SEAL AT SLAB : . ja NA . r ► Q . ' _ 8" CMS STEM WALL WfH EEL REINFORCING - R WALL P OSOCO R-GUARD SPRAY WRAP OVER _ £. I ; ; PER STRUCTURAL DRAWINGS 8" CMU EXTENDS UP ONTO PLYWOOD ROUND OPENINGS CAST _ SHEATHING AND INTO WINDOW OPENING. INTO CONCRETE AT CMU WALL SECTIONS f' .. f i III " L.,. FINISHED SIZE TO BE JUST i s . # FAST FLASH SEALS WINDOW FLANGE DIAMETER ff ' # f TO SPRAY WRAP AT SILL LESS THAN 4 IN € ; TO GRADE f FAST FLASH OVER 5 8 STUCCO OVER CMU I. ff � MEMBRANE TRANSITION } ` # VINYL WEEP SCREED f f ;:.. f .r TREMCO VULKEM 250GC OR SIMILAR ; f I WATERPROOFING BELOW GRADE ONTO1 ,3 E I I I TOP OF FOOTING CONTINUOUS CONCRETE FOOTING f f WITH STEEL REINFORCING I .. P CA, OVER COMPACTEDAb P, TERMITE TREATED FILL . P - 09 09 13 r ► D .. r # p - . . .. , ALL SET N D II # , - C I❑ •D - f JAMES W n J r REE III # ur r ARC I ECT I R 10382 WALL SECTI❑N WALL SECTI❑N WALL SECTI❑N F G H •� � �1 c� (ter.-aNMoo A •' ,�' � o WOW � � I lo I 10 U A — � Io W � W N A4 Q � R inF , �/� Q � I 11 A V 1 ,'r7 •'' da f•�•i O i _ A M F ISS :y 'a v i u I I 15 14 13 12 11 w o � I w r � � F ..---..--- --------- I ]� CD �, N ] ----- --- - __ ---..-. , . . .. NX n Li ON ON c o I W . V1 I I N F N ~ e "ev 8" 10 9 8 7 6 .......... l Y "'N IN ,, IN IN IN, I < n , O '! N --... ........... ......--.. 1 aS" ti. L .............. ...........--- a.. L* : 1-V I 5 ................. ---..-- '•.r... LTJ ]4h ' .' I T. t. .1 f r DETAILS NIO IN, - ✓ NO F 11" * ♦. ..................... Y -.- .. ......... ............ F w .. ' is • -... r.: .. ....... ....�------- _..... 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T A -ail C 382 35 34 33 32 I 1 i 000 M N � O N �-+ O � ,_, N M 00 U O p Q N (� u " GROUND FLOOR DOOR SCHEDULE SECOND FLOOR DOOR SCHEDULE ww " w � WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS Q U W W V MARK WID — _ __ 01 9'-0" 7'-0" OVERHEAD - SECTIONAL - PAINTED FLUSH INSULATED STEEL PAINTED TO MATCH OFFICE WINDOWS STAINLESS STEEL NA 21 2'-6" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT � a/ U � Q O 02 9'-0" 7'-0" OVERHEAD - SECTIONAL - PAINTED FLUSH INSULATED STEEL - PAINTED TO MATCH OFFICE WINDOWS STAINLESS STEEL NA - 22 2'-6" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH WHITE STAINLESS STEEL RIGHT " 7'-0" HINGED - SINGLE - EXTERIOR FIBERGLASS -- WHITE STAINLESS STEEL LEFT OUTSWING 23 2'-6" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL LEFT -- W Q Q N 03 3'-0' __ __ -- 04 2'-8" 7'-0" HINGED - SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT 24 2'-0" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH WHITE STAINLESS STEEL LEFT Q 25 2'-0" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT 26 PR 3'-0" 7'-0" HINGED - DOUBLE SC WOOD FLUSH -- WHITE STAINLESS STEEL NA -- O "' 0 a OW SCHEDULE 27 2'-6" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT GROUND FLO0R WIND 28 2'-0" 7'-0" SHOWER SINGLE IFIRAMELESS PIVOTED GLASS 1/2" THICK TEMPERED GLASS CLEAR STAINLESS STEELI RIGHT z MARK IWIDTH IHEIGHT ISTYLE I MATERIAL HARDWARE I COLOR IHEAD HEIGHT SILL HEIGHTI GLAZING REMARKS 2'-6" 2'-6" PICTURE I ALUM CLAD WOOD -- WHITE 1 5'-2" 2'-8" CLEAR/INSULATED/LOW-E - SECOND FLOOR WINDOW SCHEDULE MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT SILL HEIGHT GLAZING REMARKS 40 2'-6" 2'-6" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 5'-8" CLEAR/INSULATED/LOW-E R DOOR 0 R SCHEDULE 41 2'-6" 2'-6" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 5'-8" CLEAR/INSULATED/LOW-E FIRST FLOG 42 2'-6" 5'-0" CASEMENT BRONZE FIBERGLASS CLAD WOOD STAINLESS STEEL BRONZE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E EMERGENCY ESCAPE WINDOW, BRONZE COLOR FRAME AND SASH MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS 45 2'-6" 2'-6" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE $'-2" 5'-8" CLEAR/INSULATED/LOW-E „ -- 46 2'-6" 2'-6" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 5'-8" CLEAR/INSULATED/LOW-E 10 2'-8" 8'-0 HINGED - SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL LEFT i M 47 2'-6" 5'-0" CASEMENT BRONZE FIBERGLASS CLAD WOOD STAINLESS STEEL BRONZE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E BRONZE COLOR FRAME AND SASH 11 3'-0" 10'-0" HINGED - SINGLE - 13 LITES MAHOGANY WOOD/GLASS CLEAR LAMINATED WHITE STAINLESS STEEL LEFT SEE KARLSTAD STYLE AT WWW.BORANO.CO 12 2'-0" 8'-0" HINGED - SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT -- 48 4'-6" 5'-0" PICTURE BRONZE FIBERGLASS CLAD WOOD -- BRONZE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E BRONZE COLOR FRAME AND SASH 13 2'-0" W-0" POCKET - SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT -- 49 2'-6" 5'-0" CASEMENT BRONZE FIBERGLASS CLAD WOOD STAINLESS STEEL BRONZE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E BRONZE COLOR FRAME AND SASH 14 2'-$" 8'-0" HINGED - SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT -- 50 2'-6" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E ' 8'-0" HINGED - SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL LEFT -- 51 5'-0" 5'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E r T 1 Q 15 20-8- 16 PR 3'-6" 10'-0" SLIDING - DOUBLE - FULL LITE VINYL/GLASS CLEAR/INSULATED/LOW-E/TEMPERED WHITE STAINLESS STEEL LEFT FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 52 2'-6" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED LOW-E 17 3 ® 3'-6" 10'-0" SLIDING - TRIPLE - FULL LITE VINYL/GLASS CLEAR/INSULATED/LOW-E/TEMPERED WHITE STAINLESS STEEL LEFT FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 53 2'-6" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E EMERGENCY ESCAPE WINDOW '- - DOUBLE FIBERGLASS -- GRAY STAINLESS STEEL NA -- 54 5'-0" 5'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E V 1 18 PR 3'-0" 7--0-- HINGED 0 " " - STAINLESS STEEL NA 55 2'-6" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E 19 PR 4 -0 6 -0 HINGED - DOUBLE- FENCE GATE P.T. WOOD 20 3'-0" 6'-0" HINGED - SINGLE - FENCE GATE P.T. WOOD -- -- STAINLESS STEEL LEFT -- 21 3'-0" 5'-3" HINGED - SINGLE - SHOWER GATE MOHAGANY -- -- STAINLESS STEEL LEFT -- THIRD FLOOR DOOR SCHEDULE MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS Q F1 RST FLOOR WINDOW SCHEDULE 40 2'-8" 8'-0" HINGED - SINGLE - FULL LITE FIBERGLASS CLAD WOOD CLEAR/INSULATED/LOW-E/TEMPERED WHITE STAINLESS STEEL RIGHT -- W MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT SILL HEIGHT GLAZING REMARKS 41 -8" 9'-0" HINGED - SINGLE - FULL LITE FIBERGLASS CLAD WOOD CLEAR/INSULATED/LOW-E/TEMPERED WHITE STAINLESS STEEL RIGHT =_ 2 4'-0" 4'-0" PICTURE BRONZE FIBERGLASS CLAD WOOD -- BRONZE 7'-2" 3'-2" CLEAR/INSULATED/LOW-E BRONZE COLOR FRAME AND SASH 42 2'-8" 9'-0" HINGED - SINGLE - FULL LITE FIBERGLASS CLAD WOOD CLEAR/INSULATED/LOW-E/TEMPERED WHITE STAINLESS STEEL LEFT 3 3'-0" 2'-6" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 2'-10" 4" CLEAR/INSULATED/LOW-E 43 3'-0" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH WHITE STAINLESS STEEL LEFT 4 3'-0" 5'-4" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 2'-10" CLEAR/INSULATED/LOW-E 44 2'-0" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH WHITE STAINLESS STEEL LEFT 5 3'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 45 2'-8" 8'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH WHITE STAINLESS STEEL LEFT -- 7 3'-6" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 46 2'-8" 8'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL LEFT -- O 8 3'-6" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 47 2-4" 8'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH WHITE STAINLESS STEEL RIGHT -- E-+ 9 3'-6" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 48 2'-0" 8'-0" POCKET - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL LEFT 10 —i;--—6" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 49 2'-S" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL LEFT -- ^ 11 3'-6" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E Sb 2 -6" 7'-0" POCKET - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL LEFT -- F--I 12 2'-S" 4'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 6'-2" CLEAR/INSULATED/LOW-E 51 Q'-6" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT -- 13 4'-6" 8'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 2'-2" CLEAR/INSULATED/LOW-E 52 2'-S" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT -- O SS STEEL WHITE 2'-2" 2" CLEAR/INSULATED/LOW-E 53 2'-8" 7'-0" HINGED - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINLESS STEEL RIGHT -- 14 4'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS 15 3'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 2'-2" 2" CLEAR/INSULATED/LOW-E 54 2'-6" 7'-0" POCKET - SINGLE SOLID CORE WOOD FLUSH -- WHITE STAINL S STEEL LEFT (.L� 1 3'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 2'-2" 2" CLEAR/INSULATED/LOW-E 56 2'-0" 7'-0" POCKET - SINGLE SOLID CORE WOOD FLUSH WHITE STAINLESS STEEL RIGHT -- ►-� � 6 17 3'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 2'-2" 2" CLEAR/INSULATED/LOW-E O 18 3'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 2'-2" 2" CLEAR/INSULATED/LOW-E O 19 3'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE -2" 2" CLEAR/INSULATED/LOW-E 20 3'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 2'=2" 2" CLEAR/INSULATED/LOW-E THIRD FLOOR WINDOW SCHEDULE W 21 3'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 2'-2" 2" CLEAR/INsuIATEo/Low-E MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT SILL HEIGHT GLAZING REMARKS i 22 3'-6" 2'-0" AWNING FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 2'-2" 2" CLEAR/INSULATED/LOW-E -6" 8'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 2'-2" CLEAR/INSULATED/LOW-E FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 56 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E EMERGENCY ESCAPE WINDOW 25 3 " 57 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E 26 3'-6" 8'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 21-2" CLEAR/INSULATED/LOW-E FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 27 3'-6" 8'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 2'-2" CLEAR/INSULATED/LOW-E FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 58 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E N 28 3'-6" 8'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE t0'-2' 2'-2" CLEAR/INSULATED/LOW-E FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 59 3'-0" 3'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 5'-2" CLEAR/INSULATED/LOW-E TEMPERED GLASS 29 3'-6" 8'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 2'-2" CLEAR/INSULATED/LOW-E FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 60 '-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E EMERGENCY ESCAPE WINDOW 30 3'-6" 8'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2' 2'-2" CLEAR/INSULATED/LOW-E FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 61 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E 31 3'-6" 8'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2' 2'-2" CLEAR/INSULATED/LOW-E FIELD MEASURE FOR APPROPRIATE HEIGHT DUE TO FRAMING 62 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E __ FOR APPROPRIATE HEIGHT DUE TO FRAMING 63 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CL R/INSULATED/LOW-E EMERGENCY ESCAPE WINDOW 32 3'-6" 8'-0" PICTURE FIBERGLASS CLAD WOOD WHITE 10 -2 2 -2 CLEAR/INSULATED/LOW-E FIELD MEASURE 0 64 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E 33 10" 9'-10" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 4" CLEAR/INSULATED/LOW-E 5 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E 34 10" 9'-10" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 4" CLEAR/INSULATED/LOW-E 6 35 2'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 66 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E . 36 2'-S" 2'-0" INTERIOR PICTURE WOOD -- WHITE 10'-2" 8'-2" CLEAR 67 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CL R/INSULATED/LOW-E 37 2'-0" 2'-0" INTERIOR PICTURE W000 -- WHITE 10'-2" 8'-2" CLEAR 68 7'-0" 7'-0" PICTURE FIBERGLASS CIAO WOOD WHITE 10'-2" 3'-2" CLEAR/INSULATED/LOW-E 2'-0" INTERIOR PICTURE WOOD -- WHITE 10'-2" 8'-2" CLEAR 69 3'-0" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEARANSULATED/LOW-E 70 5'-0" 5'-0" PICTURE FIBERGLASS CLAD WOOD WHITE 10'-2" 5'-2" CL /INSULATED/LOW-E 71 2'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 8'-2" 6'-2" CLEAR/INSULATED/LOW-E 72 2'-8" 5'-0" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 3'-2" CLEAR/INSULATED/LOW-E 73 2'-8" 2'-4" PICTURE FIBERGLASS CLAD WOOD -- WHITE 2'-8" 4" CLEAR/INSULATED/LOW-E 74 2'-8" 5'-6" CASEMENT FIBERGLASS CLAD WOOD STAINLESS STEEL WHITE 8'-2" 2'-8" CLEAR/INSULATED/LOW-E TEMPERED GLASS 75 1'-6" 1'-6" PICTURE FIBERGLASS CLAD WOOD == WHITE 5'-8" 4'-2" CLEAR/INSULATED/LOW-E 76 4'-0" 4'-0" PICTURE BRONZE FIBERGLASS CLAD WOOD BRONZE 6'-2" 2'-2" CLEAR/INSULATED/LOW-E BRONZE COLOR FRAME AND SASH 77 5'-0" 7'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 3'-2" CLEAR/INSULATED/LOW-E TEMPERED GLASS 78 2'-6" 7'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 3'-2" CLEAR/INSULATED/LOW-E TEMPERED GLASS 79 3'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 80 3'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 81 3'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 82 3'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 83 3'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E 84 3'-0" 2'-0" PICTURE FIBERGLASS CLAD WOOD -- WHITE 10'-2" 8'-2" CLEAR/INSULATED/LOW-E I 85 5'-0" 2'-0" INTERIOR PICTURE WOOD -- WHITE 10'-2" 8'-2" CLEAR DOOR AND WINDOW SCHEDULES GENERAL NOTES: 1. ALL EXTERIOR WINDOW AND DOOR UNITS TO BE "FLORIDA CERTIFIED" TO MEET THE DESIGN PRESSURES REQUIRED BY ENGINEERING DOCUMENTS ATTACHED. 2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL DOOR AND WINDOW FRAMED OPENINGS WILL BE FIELD MEASURED TO ACCOMMODATE ACTUAL SIZE OF SELECTED UNITS AND INSTALLED PER MANUFACTURER RECOMMENDATIONS. 3. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT WILL MAINTAIN THE INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEE ATTACHED GRAPHIC DETAIL FOR SUGGESTED METHOD OF INSTALLATION. DOORS ARE TO BE INSTALLED LIKE WINDOWS BUT ALSO SET INTO COPPER SILL PANS WITH CLOSED END AND BACK DAMS, IN TURN SET INTO A MASTIC BED AT THE CONCRETE SLAB. IF INSTALLER PREFERS A DIFFERENT METHOD OF INSTALLATION, CONSULT WITH ARCHITECT FOR APFROVAL PRIOR TO INSTALLATION. 4. THE EXTERIOR DOORS AND WINDOWS ARE CURRENTLY SPECIFIED TO HAVE CONVENTIONAL GLAZING WITH NO EXTERNAL PROTECTION FROM FLYING DEBRIS. UPON 09-09-13 PRICING OF ALTERNATE UNITS WITH IMPACT GLAZING, DISCUSS THEIR OPTIONAL SUBSTITUTION WITH OWNER. ,LAME`3 wit OtJPK 6i 'CFATEIT R 00 82 i 00 O N M OO C) W H Q N LTI wQ Qn pQ 0-4 Ow o o C) C> z Ax., Q V1 O U O I� OH Q W VIEW FROM EAST VIEW FROM SOUTH a O W millill L N it i PERSPECTIVE VIEWS 16 09-09-13 dAIVES W_,_DUP EE III HITEC AR 010 2 VIEW FROM NORTHWEST VIEW FROM WEST I 00 O 00 U W 0-4 W WE, u � w �1 wwN � Q Wr� o o ti w Z a I � V 1 O� l O w F-0 ; T O Qt VIEW OF FRONT PORCH VIEW FROM FOYER TO DINING W O i 0 i W j I I PERSPECTIVE VIEWS 17 09-09-13 JAMES W DUPREE III ARC TECT CLOSE UP VIEW OF ENTRY VIEW FROM DINING TO FOYER 10382 I I i I i oNo00 �., McN � � � � oN � � oW o �r I � f�i ►F"+� N ~ Q � W � C) 0 III w � CIN I, I t1A-,J � � Vw1w � � w AUww U � wQ Q � wN oh � Z I I �I II I i t W O � I W W VIEW FROM EAST END OF KITCHEN TO WEST VIEW FROM NORTHEAST CORNER OF LIVING .ROOM TO SOUTHWEST O W N I � j II II PERSPECTIVE VIEWS 18 09-09-13 I FLA J W DUPREE III AR ITECT VIEW FROM WEST END OF LIVING ROOM TO EAST VIEW OF HOUSE FROM POOL DECK 1 82 00 C l U (= I p � N W x 0 i w Av wWF.., U � Q W � c o �, O O H o, i I Q :pv S t •. ��.; : .:.s ! � w,.,,�._' a�; �,�'.a ` �q '�.-� � Via, �ss� z ��.l: a� L .yam 4 ` 1- VIEW OF MASTER BEDROOM FROM ENTRANCE O VIEW FROM HALL TO FOYER w 0 I I � i I PERSPECTIVE VIEWS 19 I I it 09-09-13 v J W DUPREE III AR iTECT R- 10382 VIEW FROM THIRD FLOOR BALCONY LOOKING WEST VIEW FROM THIRD FLOOR LANDING LOOKING TO STAIR I I i N I' 00 -elm 00 (� V1 O O U CT w W LZ u N Q w O RECESS ME rER WQ Q � IxWN � CA 04 W p4 o HVAC HVAC HVAC a COMPR. 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L - -- - -- - - I G CI N GFCI Q All 2'-s• 2'-s• 2'-s• 2'-s• 2'-s• r-s• 2'-s• 7-s• 2' s• 7- 1" \ � I I O I I o � =D� _ LANSCAPE FLOOD SHINES UP ON WOOD WALL I W s TEL • OVEi1S .. 20V - �� ` -- -. �Wp P o 1 IulI I / I - � - - - - 7--, / `p --- - Liu I I I I PROVIDE CONNECTIONS FOR LM C I r�f POOL EQUIPMENT AS REQUIRED G LANSCAPE FLOOD SHINES UP ON STUCCO WALL `•- - - - - ------ N TO ADDITIONAL LANDSWE LIGHTS _� E I I I ; 20 4' $, ELECTRICAL LEGEND EMiR ELECTRICAL PANEL WET LOCATION RECESSED— WALL WALL MOUNTED CLOSET LIGHT NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN 6• DOWNLIGHT W/ LENS w AUTOMATIC WITH DOOR OPNG ® O ACCORDANCE RN.E.C. REQUIREMENTS. ELECTRICAL METER O OR PULL SWITCH C,'� CCORD NCE WITH CURRENT N.E C Q EMENTS. ALL METER WET LOCATION RECESSED CEILING FAN BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT DUPLEX OUTLET � 6" DOWNUGHT W/ LENS ®"'L SMOKE AND CARBON MONOXIDE INTERRUPTERS PER NEC ARTICLE 210-12. DETECTOR WIRED W/ BATTERY SQ DUPLEX GFCI GFCI 4" RECESSED LIED DOWN LIGHT ® BACKUP- CEILING MOUNTED EXTERIOR PENDANT FIXTURE NOTE 2: ASSUME ALL SWITCHES IN PUBLIC LIVING AREAS GROUND AND f DUPLEX UNDER COUNTER AUC 4" DIRECTIONAL LED DOWN LIGHT ® EXHAUST FAN TO BE DIMMABLE. CONFIRM WITH OWNER. FIRST FLOOR DUPLEX GCFI WTRPROOF WITH INTEGRAL DOWN LIGHT QUADRDPLEX OUT GWP AND RECESSED OWNUGHT SKYLIGHT INTERIOR PENDANT LARGE FIXTURE NOTE 3: LAYOUT LINES GENERALLY REFERENCE THE CENTER ELECTRICAL LET UNDERWATER POOL LIGHT OF CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. RECESSED AT POOL WALL LOCATE FIXTURES ACCORDINGLY AS TRUSS LAYOUTS PLAN FLOOR OUTLET ® LED UNDER CABINET ® GL LITS WILL INTERIOR RI R PENDANT SMALL FIXTURE ALLOW. j 220 VOLT OUTLET _@ 220V LANDSCAPE UPUGHT 91D AnC ACCESS POWER STRIP PULL DOWN LADDER® NOTE 4: AIR HANDLER LOCATION TO BE DETERMINED BY WITH UGHT FIXTURE AND " �`{'UNDER CABINET INTERIOR LIGHTING FIXTURE — — — HVAC COMPRESSOR HVAC ® OR COUNTERTOP OVERHANG SURFACE MOUNTED AT CEILING SWITCH AT ATTIC ON CONCRETE PAD COMPR. MECHANICAL ENGINEER. — ® GD JUNCTION BOX m GARAGE DOOR OPENER 20 EXTERIOR SURFACE MOUNTED —® WITH LIGHT FIXTURE 220 VOLT JUNCTION BOX © 220V AT SOFFIT AIR HANDLER Hvac WALL SWITCH $ WP EXTERIOR WALL SCONCE — I-� HOT WATER HEATER GAS BURNING HIGH EFFICIENCY HWH A.H. 09-09-13 3 WAY WALL SWITCH $3 INTERIOR WALL SCONCE F_HVAC -1 -I AIR L - - J DOWNDRAFT COOKTOP EXHAUST A.H. ' ii 4 WAY WALL SWITCH $4 WALL MOUNTED READING LAMP EXTRACTOR MOTOR r& SEE ARTEMIDE TOLOMEO WALL LIGHT REMOTE SWITCH $RATTIC ACCESS HATCH IN CABINET DISPOSAL SWITCH— $o�sP SP AS TWPU�RIOR WALL SCONCE oo WALL MOUNTED CLOSET LIGHT 22"X30" ROUGH OPENING MF SWITCHED AUTOMATICALLY BY '-' W DOOR OPENING ® �l_1 ' ; - 1I1 TELEPHONE OUTLET 4TEL GROUND RECESSED EXTERIOR—(#) H CT N OUTLET 14 N LED WALKOVER UPLIGHT A 1 � DATA CONNECTION 14OC ji I, II N � � NO O o c p.., r., O N C ) ,-� N M o? N rw � � WWw � Q u o �D � Q ~ H w � a DC I DC .o C DC I E II - - - i I I I . . ........................ ............ ..................................._... _ ............................. ...... DC III ., ....................... . . ............ ...................... . . . II O czz)O WL 1V 21 ' I HVAC ....................... ..............comp .............. , O - .......... .................. . 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ALL ELECTRICAL METER 6 DOWNUGHT W/ LENS OR PULL SWITCH ® CEILING FAN �Q� BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT SECOND AND METER WET LOCATION RECESSED ® INTERRUPTERS PER NEC ARTICLE 210-12. DUPLEX OUTLET 6" DOWNUGHT W/ LENS SMOKE AND CARBON MONOXIDE O O DETECTOR WIRED W/ eATrERYS THIRD FLOOR DUPLEX GFCI =0 GFCI 4" RECESSED LED DOWN LIGHT ® BACKUP– CEILING MOUNTED ® EXTERIOR PENDANT FIXTURE NOTE 2: ASSUME ALL SWITCHES IN PUBLIC LIVING AREAS RI � " TO BE DIMMABLE. CONFIRM WITH OWNER. ELECTRICAL C DUPLEX UNDER COUNTER UC 4 DIRECTIONAL LED DOWN LIGHT ® EXHAUST FAN DUPLEX GCFI WTRPROOF �GWP SOLATUBE SMART LED SKYLIGHT WITH INTEGRAL DOWN LIGHT INTERIOR PENDANT LARGE FIXTURE NOTE 3: LAYOUT LINES GENERALLY REFERENCE THE CENTER PLAN QUADROPLEX OUTLET =0 AND RECESSED DOWNLIGHT � UNDERWATER POOL LIGHT OF CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. FLOOR OUTLET Q LED UNDER CABINET RECESSED AT POOL WALL LOCATE FIXTURES ACCORDINGLY AS TRUSS LAYOUTS WILL INTERIOR PENDANT SMALL FIXTURE—* ALLOW. 220 VOLT OUTLET �220V LANDSCAPE UPLIGHT 91DPULLDOWN LADDER I - ST NOTE 4: AIR HANDLER LOCATION TO BE DETERMINED BY A POWER STRIP ® WITH LIGHT FIXTURE AND .. . . . . HVAC COMPRESSOR HVAC UNDER CABINET INTERIOR LIGHTING FIXTURE ® SWITCH AT ATTICMECHANICAL ENGINEER. OR COUNTERTOP OVERHANG— ® SURFACE MOUNTED AT CEILING ON CONCRETE PAD COMPR. 21 JUNCTION BOX m GARAGE DOOR OPENER GD EXTERIOR SURFACE MOUNTED _0 WITH LIGHT FIXTURE 220 VOLT JUNCTION BOX D 220V AT SOFFIT AIR HANDLER HVAC 09-09-13 - WALL SWITCH $ WP EXTERIOR WALL SCONCE GAS BURNING HIGH EFFICIENCY HWH A.H. HOT WATER HEATER 3 WAY WALL SWITCH $a INTERIOR WALL SCONCE AIR HANDLER LAVA. 1 r DOWNDRAFT COOKTOP EXHAUST r 1 IN ATTIC LA"— J 4 WAY WALL SWITCH $4 WALL MOUNTED READING LAMP � SEE ARTEMIDE TOLOMEO WALL LIGHT TRACTOR MOTOR L=� REMOTE SWITCH $R WALL MOUNTED CLOSET LIGHT a ATTIC ACCESS HATCH . - SMALLWP EEXTTERIOR WALL SCONCE SWITCHED AUTOMATICALLY BY ® 22"X30" ROUGH OPENING aspLI ,1PI ` IN CABINET DISPOSAL SWITCH $ DOOR OPENING "��-�' ECT TELEPHONE OUTLET 4 TEL GROUND RECESSED EXTERIOR—(#) N OUTLET 4 N LED WALKOVER UPLIGHT 1 > DATA CONNECTION 14Dc III