The URL can be used to link to this page

587 Beach Ave 2013 New Home 'SS CITY OF ATLANTIC BEACH r J 800 SEMINOLE ROAD !� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 f 2119r Application Number . . . . . 13-00003500 Date 10/15/13 Property Address . . . . . . 587 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000 ------- ------ - -- --- ---- -- --- --- ------ --- - ---- --- ----- --- ------- --------- - --- Application desc HOUSE PLANS - ----------- - --- -- -- -- - - --- ---- - -- - - - -- - - --- - --- -- --- --- ------- -- ------- --- - Owner Contractor -------- - -- ------ - -- ---- -- --- -- --- --- ---------- - KIRK & ANNE MARIE MOQUIN AURORA CUSTOM HOMES 2375 PONTE VEDRA BLVD S P.O. BOX 329 PONTE VEDRA BEACH FL 32082 PONTE VEDRA BEACH FL 32004 (904) 246-5400 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO - - --------- - - -- - -- ---- -- ------ - ---- ----- - ---- --- -- --- --- ------- --- ---------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 6180 . 00 Plan Check Fee 3090 . 00 Issue Date . . . . Valuation . . . . 2750000 Expiration Date . . 4/13/14 ---- - - - -- -- --- - -- -- -- -- ------ --- ------ - ------- --- -- --- --- - ---- ---------- -- -- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----- ------- --- -- --- -- -- ----- ---- ----- - ---- --- - -- ---------------- --------- -- Other Fees . . . . . . . . . STATE DCA SURCHARGE 92 . 70 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL AND THE FLOI?913,4 70 BUILDING CODES. . S I 'L`�. �f3 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD =� 7711 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �r lilt Page 2 Application Number . . . . . 13-00003500 Date 10/15/13 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 6180 . 00 6180 . 00 . 00 . 00 Plan Check Total 3090 . 00 3090 . 00 . 00 . 00 Other Fee Total 185 .40 185 .40 . 00 . 00 Grand Total 9455 . 40 9455 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATIONCITY OF ATLANTIC BEACHLCFIL :( n! 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 OCT 4 2013 ENMNNNWW� r Job Address: 587 _6ej A-jEB Permit N Legal Description 5_66—2S- Z q E_ Parcel # 70167- o0 oo Valuation of Work$ 2,750, Proposed Floor ea o q. t. q t Proposed Work heated/cooled 6213 non-heated/cooled 11-1 (o Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial esidenti If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# S`'E-F'o,cr For multiple products use product approval form Describe in detail the type of work to be performed: N {-e3:" 7c-P 8 SI PS v*ll PtwelS Property Owner Information: Name:_ E Mm ,r a k1gk N ��N Address: 237$ S. P� V646 811p. City P-.- - VC-Al-,% Co.e, A_ State-T_�L Zip %WrsZ Phone qo�{- 826- c>7 n. E-Mail or Fax# (Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name:_Av�o rh (,-34-cA Aomar- ,1,Yc Qualifying Agent: M i CL k- 4RtuABiQ Address: P.O. (3o)( 3zyCity P %)eA,* GkA,4, State ft- -Zip 3 Z0041 Office Phone Ioq- 2q(,-5yoo Job Site/Contact Number 90+1-5+ - 1 ooq Fax# Soy-2�(C -15S�t State Certification/Registration# GC�e-oz 1 Architect Name&Phone# ,AAso,a $;Shy- )aR C-r,*,,f Engineer's Name&Phone# Lot% po.A4 o Fee Simple Title Holder Name and Address AA Bonding Company Name and Address /iA Mortgage Lender Name and Address NR Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this a DUcation and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whether sppeci herein or not. The granting of a permit does not presume to g e authority to violate or cancel the provisions of any other federal,state, c 1[aw gulating construction or the performance of construction. Signature of Owner Signature of Contractor Print NamelY....... G'. .�.�... Print Name [A IG (�L 1� LEr-_% "kj A ................................................................................:............................................ Before me Jl_ M 2 c�j o G St`I tJ F r-)L- L 5-S-0 SS 1 5-of No3-d Before me this QL Day of C 4 nLt� 20this Day of OC J--�' 20 otary Public MANNA MONAMM ota Public �► Notary Public,State of Florida commission#FF 9847 Revised 01.26.10 My comm.expires April 18,2017 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDATMDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: lo- 8-15 Development Size Habitable Space 6,213 s.F Non-Habitable , .6 s.r: Impervious area Miscellaneous Information Occupancy Group R%3 Type of Construction_'- C Number of Stories 3 Zoning District R -'5 - D_ Max. Occupancy Load Fire Sprinklers Required Flood Zone A 0 Conditions/Comments: 800 Seminole Road j Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5805 Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Parking plan—parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. 3. Location of construction trailers, loading/unloading area and material storage area. 4. Location of chemical toilet area.(chemical toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction) 5. Location of dumpster. Dumpster must be from an approved waste company (in accordance with Chapter 16 City Code) as of 2009 the permitted dumpsters are Advanced Disposal,Realco Recycling, and Shappells. Dumpsters will have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy. 6. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 7. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal, plastic and paper. 8. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion& Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 9. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 5/2009 Graham Shirley From: Carper, Rick Sent: Monday, October 07, 2013 9:51 AM �ra.+ r ,. ; To: Graham Shirley; Kaluzniak, Donna Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike FILE COPY , Subject: RE: 587 BEACH AVE Shirley, I do not need to see the house plans. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(a)coab.us PH: (904) 247-5834 Fax: (904)247-5843 Florida Public Works-First to Respond, Last to Leave www.apwaflorida.com From: Graham Shirley Sent: Monday, October 07, 2013 9:05 AM To: Carper, Rick; Kaluzniak, Donna Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: 587 BEACH AVE The house plans for the Mouquin's at 587 Beach Ave where dropped off Friday...since you guys have already approved the foundation, slab, impervious surface, and pilings ..I want to know if I need to re-route those things to you again, I didn't see the need since the plans I got Friday were strictly the house going upwards. Please let me know what you think. SKYteu crahant Building Department Permits Technician 800 Seminole Rd Atlantic Beach, F132233 904 247 5800 sgraham@coab.us i Graham Shirley From: Kaluzniak, Donna Sent: Monday, October 07, 2013 9:52 AM To: Graham Shirley; Carper, Rick Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: RE: 587 BEACH AVE Shirley, I do not need to see these—thanks, Donna From: Graham Shirley Sent: Monday, October 07, 2013 9:05 AM To: Carper, Rick; Kaluzniak, Donna Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: 587 BEACH AVE The house plans for the Mouquin's at 587 Beach Ave where dropped off Friday...since you guys have already approved the foundation, slab, impervious surface,and pilings ..I want to know if I need to re-route those things to you again, I didn't see the need since the plans I got Friday were strictly the house going upwards. Please let me know what you think. Sh%Yteu craham Building Department Permits Technician 800 Seminole Rd Atlantic Beach, F132233 904 247 5800 ssyrahamCk,coab.us i Graham Shirley From: Hubsch, Jeremy Sent: Monday, October 07, 2013 9:15 AM To: Graham Shirley Subject: RE: 587 BEACH AVE I don't need it re-routed. Thanks for asking. From: Graham Shirley Sent: Monday, October 07, 2013 9:05 AM To: Carper, Rick; Kaluzniak, Donna Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: 587 BEACH AVE The house plans for the Mouquin's at 587 Beach Ave where dropped off Friday...since you guys have already approved the foundation, slab, impervious surface, and pilings ..I want to know if I need to re-route those things to you again, I didn't see the need since the plans I got Friday were strictly the house going upwards. Please let me know what you think. ShirLeu c,rahom Building Department Permits Technician 800 Seminole Rd Atlantic Beach, F132233 904 247 5800 syraham��coab.us 1 NOTICE OF COMMENCEMENT State of -F�i0,� Folio No. 1-7®t 57— O000 County of C)1.,.,,ftt, FILE C . To Whom It May Concern: �rY� ri.44r.4K �.a'G1vfNOYef�- The undersigned hereby informs you that improvements will be madeto certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: :5-6.q 16 —2S -2,1 IF Address of property being improved: SVS 7 AW General description of improvements: () o�� •� j I;rx r5. in <j CL.> R-�d l dt!jTr Coe, A Nr.,+ Owner: �e c�-e ��N Address: okvTAIAk Owner's interest in site of the improvement: ��c�wi 1n.��►�e Fee Simple Titleholder(if other than owner): Name:n Contractor: c%h "4oM i�,oMZ / 7rAL Address: P-n• BOX 3;LIt f6^146 VCkA JT&AeN - �L Telephone N .: j0'f - 211-6- 5yvo Fax No: CfCq- 2Y4- /6-111j Surety(if any) Address: Amount of Bond$ Telephone Nod Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice/f Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): 1.0 3/ I q THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: 0�,3 3 Before me th /r AUf n the Cou f Du 1,State ,� ASHLEY TROUTT Of Florida,has personally appeared o�•� Notary Public.State o1 Florida Notary Public at Large,State of Flonda.County Qof Duva Commission#EE 860723 My commission expires: �2 �•2016 My comm.expires Dec.26.2016 Personally Known: N(A or Produced Identification 'e ITW Building Components Group, Inc. 2400 Lake Orange Drive suite 150 Orlando FL 32837 P Florida Engineering Certificate of Authorization Number:0 278 p►v «'` IV. "• ��/ � ¢� Florida Certificate of Product Approval#FL 1999 ;' +� �1�'••��j�� Page 1 of 1 Document ID:IUZT151-ZO723040036 CC 4 �• W.22839 � Truss Fabricator: Manning Building Supply of Jacksonville, Inc. * r .rob Identification: J-13-0591--Aurora Custom Homes - -- 587 Beach Ave Atlantic eack Truss Count: 2 �( Model code: Florida Building Code 2010 Truss Criteria: FBC201 ORes/TPI-2007(STD) o/��(.• •Z a R��.'•• Engineering Software: Alpine Software,Version 12.03. �S/�+YA� Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC 0923!2013 Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind Notes: 1. Determination as to the suitability of these truss conponents for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet trust match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing nunber is preceded by: HCUSR151 Details: EJCORNER-STRBRIBR- # Ref Description Drawing# Date 1 58885-401 13266001 09/23/13 2 58886-402 13266002 09/23/13 0 0 d r m c (07-t w 3 rt- 00 to N 0 O (D UI rt - O 0, -� N 0 0 0 ut O (D \(D O 0 W p y 4k0 S l C1 N1 SSS 0 9 rt 2, ID O O O n0• r 0 (T XDn rt 0 0 WN 0 as OIO 3 'V rt a) va AAA DOS a - 0� (aW0 - O' O-3 K O X X X O z < N OO OD C 0 CD CD 0 (D DIA N N N C m (D x� W X 3 - O.rt r0- VI VI V) 1 _A v-i rt vii n v, -0-0-0 O a O III -i•1(D c r 0 0 \ (O N N N 0 j co N nnO 0 O - O.A 7 I j j n co _ co Ill _ v (D VI Q (D -•O rt WWW N QI 0 O- 0 (D 0:10000 (t O y 0 a 0 _ V C IA . < f �G OOIA�O 7 00 5 3 v NN-•3 Q W = - moES III oora `<rt s o c ol 'm ___ _ i f O O S rt N Ol •i n _ _ i rt rt (D 00 O O o.Iz NW L rt O. CD ca CD 1"O 1 0 N UI (D Ncv -i 3 - - d I m N N Ul O c O (O (1 f0 0 rt UI O• 0 7 7 UI - Q. < D -__ 3 c - 0 < o X C,D (CD D + li X m N rt r aE r IIIa -0 0 d N _ - _ - 3 n rt 0 (<D O 0 O- 0 _ VI 0 CD r - n a`-- y^\ O W r- e - - CD 1 X Ln _ O— w rt rt- my a+ ( x 2 S 3 1 rt-O 0 -0 (D m vv(D -O -O -1I -.N .� fn'o (A N- -- l O-X N + II II 0 AK n rt CD -0 0 O O ? M c c �.••�•.•�•#•••• X Ul S -O 02=(D C 1 rt 3 0 • �1 X 1..N7 O1 n.'OO O 0 O f0 3 G1 III A —0c0 _ v_ n( D 1 rt • 2 04 • - x((AA l 0 3 K to 0 (D (01 3- 0 O t 7 7 N (D rt rt ?7 -0 rt 3 0 D i� a�� V 0 0 C ? rt D `� x r • `� 3 UI S 7 N 0) (D 01 rt - • 0 c OK -000 rt •� �/ W •`� ct U 7 n n 0 QUI O 0 f • d O, O O Z O-N (O c UI O' v i•• ••� X (n -..........•••• X O c S O-0—UI (D C 0 0 m O (D 0 0 UI 'n v O 1 Z 0 u m r0. N•ca o 0 d 3 t t0 0 T Man O. rt O < -1 N--a 0 R O O 0 O -• O.0 Q. C O C7 f7 C7 C") T W 0< O N O- O N r m 0 r v y r ,_ ICA Q 0 CD Q 0 - z - T r r r r r I =(O Q O Ln (D. 0 z D v \ N A UI_ N - G) C) \ O W 0 - N O Mc N rt -h0� rt3 •1 X - . \ A Q -N 17 S f - r N tr 0 C I III _ CD - Dv c w ? tr O N O O \ _ 0 0 o 3 rt A v CD 0 0 0 t� S N �, 0 V) 'V U3 C N o N (n N V) -n a 1 (o m O H 3 T 3 N 1 0. L 1'I (n S 0 0 O t7 A— ur 0 Q N "O M m 0 m D m 0 I 0 -n K 0 1m'1 Z R1 m m d '( CDD 00 O c I I C) n ;;0 fD O O- 0 (O C N C D ;0cn II I rt 3 CD 0 D \ c -+ Ul W W Ln rt H I N0) \ Oct N Im 00 s O C W 00 a V (n s r ; d(Dc 0 0 C- c 0 rt w3 rtO eD N In rt- ca- (P QVI 00 N-1 X77rt W n= OCD�(O O 0''7 7 N n o O rpt o 0 W 7 (n C.CL (c O x-n o d cr Q a 3 K N X X X N N j m (D W X N 0 (D Dto N N N C art r0. NNN �0 J II II 0) A' 3 In -VI N(D 'V O 3 O III rn rt O r N ak ac*k m L N 0) 01 \ O NNN N CA - Q d 3 I I (D W (D - O rt WWW N = O. N (D WWW rt _- a o A K In J< 3 CD y O Cn(D rt 0 :E a = N S o c °°•° --q8e� '_� o n _ _ N y J rt (n N DA "O ft O. _ e a°° -Z v X X 01 (D ca __ a 8°9 n (A IIID A o (o 03 O 7 7 < D (D (D D (D (n rt n•° $� ro rt W (D - of X - 9 N- - --- = T W 00 IW 7' ''O rt = aS . o �N < ^ \ r� p O m C. co -a J m n IDC) O r 0 - - < J 7 - _ -- y^�X + X r n: A N - I W - \N N p 0 .O N _ ..p O W $8 _ �� N X T nv. v W 0 D rt- 0 O O-+ AOj 7. III rt-0 03 -0 (D CL x •��•• ��•• ?� n rt(D _0 0 (o O . ° ^•�• •,� o c co zo(moo c , - (n o • f), f�.�0 0 N 0 3 �• rAA O-�I rt 3 rt y J _ _ _ Z / A 73 K (A CDCD 03 /fit X Ln -(A rt (A W 0 c GD (it; r III A N o 0)i n m (D (' •.- m N QDd lA 0 CD C rt O.(n i y n �{1 •Q 0/ W �!• O K (A0 m rot 0 rot i CAI M J_ 1L N 7(0 •• • ` rt O3 N M LQ.n 7 cc c 3 In d (.�•• .... '•• X -S 0- .......... Z(n N 7 O F z r v • III -•Q (D 0 0 O N IA O v O '7 -.3 (D W W ...� W I1 0 0 Q.0 , C (O V) v -1 n a ; Q O E 0] - N o D Z7 O C7 C) G7 f7 T N O < -3 VI O O (D 0) r N (D O O - CD r O v ('- \ N W Z D p r r r r l X X N (CD OD aQ.n - z G7 C7 v I� As1 - _ f n — -' 0 0 0) w J A \ to rt z ? -' C7t O Cn O O I -N) NDv C = W o 0 0 0 0 0 0 0 N 0 O T N y w N N N N N J T T T T T J O z m 3 (D ^ o Z N o L T N S v v m y �v d cr m m0 A D m m O A I rn T d T z m m 0°" J _ N o 0 (o C >t D z Ln If ~' 0 0 N A O rt 3 � Ln \ N C0 I W S 0. m J O D J \ I Ln Cn CT) -v N J N W 00 \ N N O O W 00 rt T J N z i S \\ AQv z C') 5 a 3 - £tnR,za- z D dD'>c' o Grc do o a l £Z o�A C'. �z R v =Cl D,1 , O�Dti-DG �Z7� O - p ED -uZn uf•1E=3C � cir .TMJ Z nZ DMZ dT� .""p Cj -va nom q-� cLo7o'�. D?2�j = t7D d Lai n�o"C� i,-NC rr n` O ciC m �r- m��ooWc'°m ^on mz rrDz NO CC�'I,jCj W pZr�Z7 Z m - o�DzmgA c� y m Zx'� to �_-o� pn =<�o Cl -''�� m�Qo o - ❑ rlCT10 nr3iDCx¢� nZ t:1 r pro= O _ Z C C p d�hd _D=xsm Edi W O [o o°n -on'z � C y�y neo❑ 000_ r.00r*t 0Am�y FC Frl �O� s°°-n Ayxo dx'• S r d o ' coo ;t7 3 L X D O Q O 1 O 6 ti z .G Hoe0❑ 70 \ ) -TjZi = oq 'a',` z FTI DOn DJ mmOL Do nm Ay SSI d 1 2Eof A 34^ xJo m " Z`ay DDDDOCU. �0 iV z?£ iO -OLS 03 n A •i:. Dz� a c<wc DI �� .��•+ 'w D fIAOmO-TJjDo Wr�ti7C �`..� /r• -_ DADA - I'I�OJ� 1> "moi CfTip D I -OO-u -u D DC D IZzz A �nx r'1Ccn T� n~ 3N aD� b <�zn torponc nn � �� ,O o z o ao no m rA MZ) n2 T7.Z7 ea �O-077 '�7 N (I7L� r c v_��xro ryty iA m CJ �j �� r o�Arr :w=c c, �1 00 D 6_ x ri o —� Qi W -0 -0 0'ML) IE,t D Cfl rAna3�vz= 0Mr,):i (� p O m <CNC A 3 M Cl • C7"D3x C< ^ttia A N, .Z7 IEtp� Z r,Ln 2w, -9Ov < ( n rl TI C D r n FTIfTl ��o�z�d� --A n r d d r m VIDA�r D3 mUlm _ 'M'oN�w m � 9A ty N � � D zmC', ;o D A r o (� a z N N 0 0 C:> 0 0 0 0 o x c�n�c <Dc TT 3 S 3 Z O O U7 O O O O p /V F� r O rl 3 N<M 3D z < ��AD� mviZ x F7 A odx� n� 0 d = �?�r 3m Wim# D r T1 TI TI Tl �l � N 3 0 i7 D -9 D ;0>= Z x o O X A C-) �fTl �� `� AML cm>z. I C: N _71 71 1 � L A � C- D Z Z D v o m r' < z m Z 3 A O to N p � O n I,D Z i m Argo nQ z n O � � ox?�ozrvo FT-1 p R �o�zocLz R Z W m 0 W o C rD O W o"2 l+ 3zx' P /70 0 -dN a°tp3q -. 6U oo.. £ate ¢ NES oOTi� m��v0 �j O 30• nj � P Ni� , O O P°a2 N m - D ED O Q A W O o0o O o O Z�rz N rUODO x / nCQ 4a?m¢ o o �A�� OHO 'Q b E X02 mX ^O IT1D C�Dnr W ti r'F -iD~ ao-o G1 D 3 ,-,x r0 C1z m :N HozNo tiA4Wy ZXA� c"_eo D co M3x`-v o C) —I C� W o oz ccr o^n- oa o 3 C1 fD v)(nz £d }} mo of ohZQ o D D x D v oO DCID �NnZ T�T rcoo� rtn `n WW ;nzMzo w Ac TZ \ ( dn?7=c.oD �^ Iz DI oL,I � `n°no aq°6z 3ye:N � �+ o� o Dr z n r- + D MW 7C - n 3d"s O P z° �n FU n D£ Mac 70 ° TT Dm N°•° z �� 0 • _ D ° rD Z A W - 0000zo zn3 �� Z Nn rD wC o ov, cz O /� A m •��i.��., 3 O - LTJ SlL I I o I5 S o z O •' • 3.�. \ in Q Z Z Ar CD O --� m: 1 1 1 z m N �; / 5 T S O S Q C Q Q 3 r+ n 7 -0 rD O 3 3 -- V) U) 3 3 00 P -5 O K 3 S O S 3 O ro P P 3 -5 S S 3 ro + +ro ro V) D •:Q Q� W �: Q 3 Q S rD < O ch 3 n 3 n P:E 7O h rD �+ 3 U) < rD • �:•`�� 'D (D P ��- 3 p Ln 0 Ln3 Z 3 n S O h <+ Q O - r0 - C h n �� •..... • �.� h b7P QO p O �- < Q �Z5 0 _ < -�Ut `+`< Ul Q ��_-O O X(O O O � O QQ< 3 1+ 3 O 3 1 + < �tZILn 3 � �rD Q o O Q O 3 CC O n n C7 O P UD S �- 5 p r3D 03 Ut Q rho IF 3 n S n S �+ 3 U) O h X- r0 S C) d d r + �+ n o D QQo 3 Z � + (D 3(O ro O P 0 Qn Z r r r r r o O p O __ Ln O O O 5 N �- < _Z_Ut U1 � UI D d Z 3 3 p+-) P Ut h Z7 3 +(D 3(D h N 3 h UI Q 3 n td 3 -0 p Ut W + ` Ui S ro P rDQ, 3(D (D S U (� rroo Q P n < �- P Q nro ro n P rp O Q -3 (D 3 Q h SQO P n 0 3 3 S3 QO rD(D (D U) Ul Lo h S 3 Q Q + 3 P Q P UI h 7 Q P _ P G) p O 0 +(D � � c S 0 Q O M(D � `+ -� 3 ro n Q Q ro CD N Q(D O Z 3 O � 3 3 Ul Q rroo 3 �+rro O Q o O 5 P Tt P O O O 3 rD (D- 3(D S 3rD (D �n Q 3 Ln 3 C C %{1 (D Q :5 -r) N O 3 < ,+ 3 !+ `G 5" I N S P 3 Tl D 7r-10 n -- �(O In� Uhi m ro Ln (D O �� ro -�c-F (D` �� -Q(D � n- _�- £ I-1 -9 O (D n`� <+ �+ -+ C 3 P rD - bd O O X 3 °(O Gl 3 0O 3 � h .+ Q 3 Ul 3 �-m 7 P fl Ut 1+ (O 3 � N O h rD 3 Ln UI 3 0 Q 3 h P(D 3 L P P rD O T O -- Ln - 3 n(O (D �-(O O 3 ro t7 3 n F P x t3 ro ed � '� 0 3 Q Q N rPl (D 3 ro`< 3 U> Q 3 `+ �+ .p iJ Z h 3 3 n ro 3 Q ro 3 S '. �-+Ut (D•3 x 0 0 s w "' Gl rD 7� O n 3 ,-� rD U1 _� rp 3- (D Ul rp oA D P Q 3 rp r+ S -t) 3 0 ti C') n rD rD p 0-5 3 P ro U1 3 Ul All claims for error or defective material ill be denied, LOADING CRITERIA ROOF FLOOR TOP CHORD LIVE LOAD 20 40 p.s.f. TOP CHORD DEAD LOAD 7 10 p.s.f. BOTTOM CHORD LIVE LOAD 0 0 p.S.f. BOTTOM CHORD DEAD LOAD 10 5 p.s.f. TOTALLOAD 37 55 p-S-f- DURATION FACTOR 11.25 11.00 BUILDING CODE FBC 2010 RES WIND LOAD TYPE MWFRS WIND STANDARD ASCE 7-10 WIND SPEED 130 m.p.h. WIND USAGE Residential - CAT II BUILDING EXPOSURE Closed BUILDING TYPE N OTE IT IS THE RESPONSIB UTV OF THE BUILDING OESIGNER O R ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS _ EM.a1NEERNG.SPECIAL CONSIDERATIONS FOR M£CY4VdCALEOUPMENT ANYORPLUMBING(AND THEIR CONNECTIONS)IN TRUSS SPACE MUST r 90 PRORBTO FABRICATIONBV BUI DERONAPPR OVED TRUSS LAYOUT 04 THS COMPANY IS A T RUSS MANUFACTURER WHOSE _ RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 8-1/411 8-1/4' 1-1995'DESIGN RESPO NSIBIUTIES-.ACCORDINGLY,IT DISCLAIMS AM'RESPONSIB NTIE S AN YOR LIABILITY FOR THE CONSTRUCTION DESIGN,DRAWINGS,DOCUMENTS NCLUn NG THE INSTALLATION AND APPROVED TRUSS ANG-IDR BY BUILDER axe FLOOR TRUSS 2X4 RIBBON NOTCH 2a* DEEP 8 V4 BRGI (V N UNLESS NOTED O OTHERWISE Nbo bo TYPICAL TRUSS END WARNI NG CONVENTIONAL FRAMING.ERECTION ANGOR PERMANENT BRACING IS NOT THE R=SPO NSIBI UTY OF THE TRUSS DE SIGNER PLATE MANUFACTURER OR TRUSS MANUFACTURER.PERSONS ERECTING TRSSESARE CAUTIONED TO SEEK PROFESSIONAL ADVICE FEGARDIW3 ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PIEVENT TOPPLING ANDDOMINO,NIG DURING ERECTION{AND PEfUAMENT BRACING WHICH MAV BE REQ URED IN SPECIFIC APPLICATIONS.SEE BRACING WOOD TRUSSES COMMENTARY AND RECO MMENDAT IONS IM B-91)FOR FORT HER INFORMATION. TRUSSES SHALL BE INSTALLED INA STRAIGHT AND P WMB POSIT DN WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP MOOR BOTTOM CHORDS,THEY SHALL BE BRACED AS SPECIFIED ONTHE ENGINEERED DESIGN.TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR 8-1/411 8-1/4" PERSONAL INJURY ATTENTION 'APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN,VERIFY SPANS, PITCHES,OVERHANGS.ELEVATIONS, 8 BEARING CONDIT IONS.ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPO N SIBILR Y.THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT' APPROVED BY: DATE: Manning Building Supplies INC. 11155 Philips rBnParkway Dr. e. Jacksonville FL. 32256 Phone) (904) 268-8225 Fax, (904) 260-2981 W W W.MBS-CORP.COM CUSTOMER Aurora Custom Homes JOB NAME Aurora - MOQUIN Res LOTIBLKISUBDIV 587 Beach Ave,Atiantic Beach,FL,32233 FLORIDA PRODUCT APPROVAL CODE SiITW/ALPINRD 2147 SCALE DATE DRAWN BY J08 NUMBER -13-059 a_ 9,23l2013 Fill in later J-13-0591 FILE COPY ENERGY PERFORMANCE LEVEL (EP-_Lt... __ DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index, the more efficient the home. 587 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood, Exterior R=33.0 6493.70 ft' 2. Single family or multiple family Single-family b. Insulated Concrete Form,Exterior R=29.2 3071.30 ft2 3. Number of units,if multiple family 1 c. Frame-Wood, Exterior R=29.2 170.52 ft2 4. Number of Bedrooms 5 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Roof Deck(Unvented) R=33.0 3493.00 ft2 6. Conditioned floor area(ft2) 6213 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.35 3246.60 ft2 11. Ducts R ft2 2 additional duct system(s) 6 150.02 SHGC: SHGC=0.24 b.Sup: Bedroom 1, Ret: Bedroom 1,AH: Bedroom 1 6 224.25 b. U-Factor: N/A ft2 c.Sup: Living Room, Ret: Living Room,AH: Living Ro (see details SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 23.9 SEER:15.50 SHGC: b.Central Unit 32.6 SEER:15.25 d. U-Factor: N/A ft2 2 additional cooling systems (see details) SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 21.6 HSPF:9.00 Area Weighted Average Overhang Depth: 0.147 ft. b. Electric Heat Pump 30.0 HSPF:9.20 Area Weighted Average SHGC: 0.240 2 additional heating systems (see details) 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1930.00 ft2 a. Propane EF:0.75 b.Raised Floor R=0.0 973.00 ft2 c.other(see details) R= 314.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building o�SHE Sr4�� Construction through the above energy saving features which will be installed (or exceeded) in this home before),fi, al inspectionOtherwise, a new EPL Display Card will be completedbased on installed ociaonitff atures. , ;... Builder Signature: Date: to, y Address of New Home: s&7 �(„ PnJ� City/FL Zip: f�c01)WE w� *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Moquin Residence Builder Name: Street: 587 Beach Ave Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(9735.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=33.0 6493.70 ft2 b. Insulated Concrete Form, Exterior R=29.2 3071.30 ft2 3. Number of units, if multiple family 1 c. Frame -Wood, Exterior R=29.2 170.52 ft2 4. Number of Bedrooms 5 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (3493.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=33.0 3493.00 ft2 6. Conditioned floor area above grade (ft2) 6213 b. N/A R= ft2 c. WA R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(3246.6 sqft.) Description Area 2 additional duct system(s) 6 150.02 a. U-Factor: Dbl, U=0.35 3246.60 ft2 b. Sup: Bedroom 1, Ret: Bedroom 1, AH: Bedroom 6 224.25 SHGC: SHGC=0.24 c. Sup: Living Room, Ret: Living Room, AH: Living (see detail b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.9 SEER:15.50 b. Central Unit 32.6 SEER:15.25 c. U-Factor: N/A ft2 2 additional cooling systems (see details) SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.6 HSPF:9.00 SHGC: b. Electric Heat Pump 30.0 HSPF:9.20 Area Weighted Average Overhang Depth: 0.147 ft. 2 additional heating systems (see details) Area Weighted Average SHGC: 0.240 14. Hot water systems a. Propane Tankless Cap: 1 gallons 8. Floor Types (3217.0 sqft.) Insulation Area EF: 0.750 a. Slab-On-Grade Edge Insulation R=0.0 1930.00 ft2 b. Conservation features b. Raised Floor R=0.0 973.00 ft2 None c. other(see details) R= 314.00 ft2 15. Credits Pstat Glass/Floor Area: 0.523 Total Proposed Modified Loads: 107.02 PASS Total Standard Reference Loads: 150.81 I hereby certify that the plans and specifications covered by Review of the plans and �YH�ST . 0 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ,y - �, •� J3 Ryan B. Ellis with the Florida Energy Code. � .:, „ O PREPARED BY: Before construction is completed ; DATE: 7/14/13 this building will be inspected for � a compliance with Section 553.908 I hereby certify that this ildi Florida Statutes., as designed, is in compliance with the Florida Energ odE. ,�y� coD W � OWNER/AGENT _ __ BUILDING OFFICIAL: /7 ' DATE: /o N _ _ _ - DATE: v /a'Ff - O/ 3 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7/14/2013 10:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 7 PROJECT Title: Moquin Residence Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 6213 Lot# Owner: Total Stories: 3 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 587 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single-family FL , New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL–JACKSONVILLE–INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1154 10386 2 Block2 1725 19665 3 Block3 1993 27304.0996 4 Block4 1341 16494.3007 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Foyer 1154 10386 No 1 0 1 Yes Yes Yes 2 Bedroom 1 1725 19665 No 2 4 1 Yes Yes Yes 3 Living Room 1993 27304.1 Yes 1 0 1 Yes Yes Yes 4 Master Bedroom 1341 16494.3 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet —v - 1 Slab-On-Grade Edge Insulatio Foyer 198 ft 0 1154 ft2 — 0 0 1 2SIab-On-Grade Edge Insulatio Bedroom 1 132.8 ft 0 776 ft2 — 0 0 1 3 Raised Floor Bedroom 1 — — 190 ft2 19 0 0 1 4 Raised Floor Living Room — — 973 ft2 0 0 0 1 5 Raised Floor Master Bedroom — — 124 ft2 19 0 0 1 7/14/2013 10:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 7 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor- Tested Tested Insul. (deg) 1 Flat Metal 3505 ft2 146 ft2 Medium 0.96 No 0.9 No 33 4.8 ATTIC \ # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic Unvented 0 3493 ft2 N N CEILING \ # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) Foyer 0.1 224 ft2 0.11 Wood 2 Under Attic (Unvented) Bedroom 1 0.1 192 ft2 0.11 Wood 3 Under Attic (Unvented) Living Room 0.1 1736 ft2 0.11 Wood 4 Under Attic (Unvented) Master Bedroom 0.1 1341 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below _# -ornt _To_-Wall Type Space __R-V�__ Ft In Ft In area -Value_ Fraction Absor. Grade°6 _ 1 W Exterior Insulated Concrete Form Foyer 29.2 39.3 9.8 385.1 ft2 0 0 0.75 0 _ 2 S Exterior Insulated Concrete Form Foyer 29.2 59.4 9.8 582.1 ft2 0 0 0.75 0 _ 3 E Exterior Insulated Concrete Form Foyer 29.2 39.3 9.8 385.1 ft2 0 0 0.75 0 _ 4 N Exterior Insulated Concrete Form Foyer 29.2 60 9.8 588.0 ft2 0 0 0.75 0 _ 5 W Exterior Frame -Wood Bedroom 1 29.2 17.4 9.8 170.5 ft2 0.23 0.75 0 6 S Exterior Insulated Concrete FormBedroom 1 29.2 49 9.8 480.2 ft2 0 0 0.75 0 _ 7 E Exterior Insulated Concrete FormBedroom 1 29.2 17.4 9.8 170.5 ft2 0 0 0.75 0 _ 8 N Exterior Insulated Concrete FormBedroom 1 29.2 49 9.8 480.2 ft2 0 0 0.75 0 9 W Exterior Frame-Wood Bedroom 1 33 20 13.7 274.0 ft2 0.23 0.75 0 _10 S Exterior Frame-Wood Bedroom 1 33 53.5 13.7 733.0 ft2 0.23 0.75 0 _11 E Exterior Frame-Wood Bedroom 1 33 20 13.7 274.0 ft2 0.23 0.75 0 _12 N Exterior Frame-Wood Bedroom 1 33 25 13.7 342.5 ft2 0.23 0.75 0 _13 W Exterior Frame-Wood Living Room 33 34 13.7 465.8 ft2 0.23 0.75 0 _14 W Exterior Frame-Wood Living Room 33 12.5 25 312.5 ft2 0.23 0.75 0 _15 E Exterior Frame-Wood Living Room 33 26 25 650.0 ft2 0.23 0.75 0 _16 N Exterior Frame-Wood Living Room 33 23.8 12.3 292.7 ft2 0.23 0.75 0 _17 E Exterior Frame-Wood Living Room 33 20.5 13.7 280.9 ft2 0.23 0.75 0 _18 N Exterior Frame-Wood Living Room 33 50.3 13.7 689.1 ft2 0.23 0.75 0 _19 S Exterior Frame-Wood Living Room 33 23.5 13.7 321.9 ft2 0.23 0.75 0 _20 W Exterior Frame-Wood Master Bedro 33 33.5 12.3 412.1 ft2 0.23 0.75 0 21 S Exterior Frame-Wood Master Bedro 33 65.9 12.3 810.6 ft2 0.23 0.75 0 _22 E Exterior Frame-Wood Master Bedro 33 20 12.3 246.0 ft2 0.23 0.75 0 23 N Exterior Frame-Wood Master Bedro 33 31.6 12.3 388.7 ft2 0.23 0.75 0 7/14/2013 10:56 PM Ener9YG 9 au e® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 7 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Foyer None 0.460000 1 9.2 9.199999 2 E Insulated Foyer None 0.460000 1 9.2 9.199999 3 N Insulated Foyer None 0.460000 1 9.2 9.199999 4 N Insulated Bedroom 1 None 0.460000 1 9.2 9.199999 5 S Insulated Bedroom 1 None 0.460000 1 9.2 9.199999 6 W Insulated Bedroom 1 None 0.460000 1 9.2 9.199999 7 E Insulated Living Room None 0.460000 1 9.2 9.199999 8 E Insulated Living Room None 0.460000 1 9.2 9.199999 9 E Insulated Master Bedro None 0.460000 1 9.2 9.199999 10 E Insulated Master Bedro None 0.460000 1 9.2 9.199999 11 N Insulated Master Bedro None 0.460000 1 7.1 7.099999 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Metal Low-E Double Yes 0.35 0.24 57.0 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 2 W 1 Metal Low-E Double Yes 0.35 0.24 99.4 ft' 1 ft 0 in 26 ft 0 in Drapes/blinds None 3 S 2 Metal Low-E Double Yes 0.35 0.24 71.8 ft2 1 ft 0 in 26 ft 0 in Drapes/blinds None 4 E 3 Metal Low-E Double Yes 0.35 0.24 20.2 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 5 S 2 Metal Low-E Double Yes 0.35 0.24 91.1 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 6 S 2 Metal Low-E Double Yes 0.35 0.24 147.2 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 7 E 3 Metal Low-E Double Yes 0.35 0.24 109.5 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 8 N 4 Metal Low-E Double Yes 0.35 0.24 43.5 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 4 Metal Low-E Double Yes 0.35 0.24 45.1 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 10 N 4 Metal Low-E Double Yes 0.35 0.24 24.8 ft2 0.1 ft 0 in 26 ft 0 in Drapes/blinds None 11 S 6 Metal Low-E Double Yes 0.35 0.24 49.7 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 12 E 7 Metal Low-E Double Yes 0.35 0.24 129.7 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 13 N 8 Metal Low-E Double Yes 0.35 0.24 147.2 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 14 N 8 Metal Low-E Double Yes 0.35 0.24 91.1 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 15 N 8 Metal Low-E Double Yes 0.35 0.24 24.8 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 16 S 10 Metal Low-E Double Yes 0.35 0.24 25.1 ft2 0.1 ft 0 in 114.3 ft 0 Drapes/blinds None 17 W 9 Metal Low-E Double Yes 0.35 0.24 28.2 ft2 0.1 ft 0 in 14.6 ft 0 i Drapes/blinds None 18 E 11 Metal Low-E Double Yes 0.35 0.24 28.2 ft2 0.1 ft 0 in 14.6 ft 0 i Drapes/blinds None 19 S 10 Metal Low-E Double Yes 0.35 0.24 25.1 ft2 0.1 ft 0 in 14.3 ft 0 i Drapes/blinds None 20 S 10 Metal Low-E Double Yes 0.35 0.24 20.5 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 21 W 9 Metal Low-E Double Yes 0.35 0.24 20.5 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 22 E 11 Metal Low-E Double Yes 0.35 0.24 162.8 ft2 0.1 ft 0 in 14.5 ft 0 i Drapes/blinds None 23 E 15 Metal Low-E Double Yes 0.35 0.24 279.6 ft2 0.1 ft 0 in 10.7 ft 0 i Drapes/blinds None 24 E 15 Metal Low-E Double Yes 0.35 0.24 205.9 ft2 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 25 E 17 Metal Low-E Double Yes 0.35 0.24 205.9 ft2 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 26 N 18 Metal Low-E Double Yes 0.35 0.24 29.4 ft2 0.1 ft 0 in 9.2 ft 0 in Drapes/blinds None 27 W 13 Metal Low-E Double Yes 0.35 0.24 69.5 ft2 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 28 W 13 Metal Low-E Double Yes 0.35 0.24 110.7 ft2 0.1 ft 0 in 14.3 ft 0 i Drapes/blinds None 7/14/2013 10:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 7 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 29 S 19 Metal Low-E Double Yes 0.35 0.24 72.5 ft2 0.1 It 0 in 14.3 It 0 i Drapes/blinds None 30 W 14 Metal Low-E Double Yes 0.35 0.24 261.6 ft2 0.1 ft 0 in 2 ft 0 in Drapes/blinds None 31 W 20 Metal Low-E Double Yes 0.35 0.24 206.1 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 32 E 22 Metal Low-E Double Yes 0.35 0.24 121.5 ft2 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 33 N 23 Metal Low-E Double Yes 0.35 0.24 28.4 ft2 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 34 W 20 Metal Low-E Double Yes 0.35 0.24 116.6 ft2 0.1 ft 0 in 2 ft 0 in Drapes/blinds None 35 W 20 Metal Low-E Double Yes 0.35 0.24 76.4 ft2 0.1 ft 0 in 2 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA Eq LA ACH ACH 50 1 Wholehouse Best Guess 0.000500 8148.3 447.33 841.28 0.5352 6.6202 HEATING SYSTEM 1' # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 9 21.6 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF: 9.2 30 kBtu/hr 2 sys#2 3 Electric Heat Pump None HSPF: 9 47.5 kBtu/hr 3 sys#3 4 Electric Heat Pump None HSPF: 9.2 30 kBtu/hr 4 sys#4 COOLING SYSTEM V� # System Type Subtype Efficiency CapacityAir Flow SHR Block Ducts 1 Central Unit None SEER: 15.523.9 kBtu/hr 717 cfm 0.75 1 sys#1 2 Central Unit None SEER: 15.2532.6 kBtu/hr 978 cfm 0.75 2 sys#2 3 Central Unit None SEER: 15.548.7 kBtu/hr 1461 cfm 0.75 3 sys#3 4 Central Unit None SEER: 15.2532.6 kBtu/hr 978 cfm 0.75 4 sys#4 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model # Area Volume FEF None None ft2 7/14/2013 10:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 7 DUCTS ---Supply--- -- Return--- Air CFM25 HVAC# \ # Location R-Value Area Location Area Leakage Type Handler CIFF0125 OUT QN RLF Heat Cool 1 Foyer 6 150.02 Foyer 57.7 ftz Default Leakage Foyer cfm (Default) 1 1 2 Bedroom 1 6 224.25 Bedroom 1 86.25 ft Default Leakage Bedroom 1 cfm (Default) 2 2 3 Living Room 6 259.09 Living Room 99.65 ft Default Leakage Living Roo cfm (Default) 3 3 4 Master Bedro 6 174.33 Master Bedro 67.05 ft Default Leakage Master Bed cfm (Default) 4 4 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [ ]Jan [ ]Feb [ ]Mar Apr May [X] Jun X]Jul [X]Aug [X] Sep Oct [ ] Nov [ Dec HeatinVenting Janri Jan f X�Feb N Mar Feb Mar Apr € May E Jun Jul f I AuJu g I I Sep W Oct f X� Nov f Oct NovX Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (W D) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (W EH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (W D) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/14/2013 10:56 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 7 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 587 Beach Ave PERMIT#: Atlantic Beach, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope X leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental X electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and X sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker X (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3.Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or x variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. X 7/14/2013 10:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 7 of 7 TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Moquin Residence Builder Name: Street: 587 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. .✓ Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. ✓ Rim joists Rim joists are insulated and include an air barrier. ✓ Floors (including Insulation is installed to maintain permanent contact with underside above-garage and of subfloor decking. t/ cantilevered floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I �A Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening ✓ to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. ✓ Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. �A HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. rJfl EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Pro ect Summa Job: J � Date: 7/9/13 Zone 1 By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates Dr W,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email :s • • • For: Moquin Residence 587 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 74 OF Inside db 74 OF Design TD 42 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27807 Btuh Structure 19327 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27807 Btuh Use manufacturers data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 19211 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2314 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1154 1154 Equipment latent load 2314 Btuh Volume(ft') 10386 10386 Air changesthour 0.40 0.22 Equipment total load 21525 Btuh Equiv. AVF(cfm) 70 37 Req. total capacity at 0.87 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5024B1 Cond 4TWX5024131 AHRI ref 5020849 Coil *AM7AOA24H21 AHRI ref 5020849 Efficiency 9 HSPF Efficiency 13.0 EER, 15.5 SEER Heating input Sensible cooling 16758 Btuh Heating output 21600 Btuh @ 47°F Latent cooling 7182 Btuh Temperature rise 25 OF Total cooling 23940 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-14 23:14 31 Wrhjht:soft Right-Suite®Universal 2012 12.1.03 RSU17457 Page 1 .4C—CA _.ial Manual AEAC,Moquin Residence,587 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: Page 1 Project Summa Job: 1 Date: 7/9/13 Zone 2 By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates Dr W,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email_-.s,ax�man cnn Project Information For: Moquin Residence 587 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 74 OF Inside db 74 OF Design TD 42 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 33624 Btuh Structure 24965 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33624 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 24815 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4101 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1725 1725 Equipment latent load 4101 Btuh Volume(ft3) 19767 19767 Air changes/hour 0.34 0.18 Equipment total load 28917 Btuh Equiv. AVF(cfm) 111 60 Req.total capacity at 0.87 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL15I WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5030B1 Cond 4TWX5030B1 AHRI ref 5021598 Coil *AM7A0B30H21 AHRI ref 5021598 Efficiency 9.2 HSPF Efficiency 13.0 EER, 15.3 SEER Heating input Sensible cooling 22820 Btuh Heating output 30000 Btuh @ 47°F Latent cooling 9780 Btuh Temperature rise 26 OF Total cooling 32600 Btuh Actual air flow 1053 cfm Actual air flow 1053 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-14 23:14 31 Wrlghtsoft Right-Suite®Universal 2012 12.1.03 RSU17457 Page 2 ACCA ...ial Manual J\EAC,Mcquin Residence,587 Beach Ave,At Bch.rup Calc=MJ8 Front Door faces: Page 2 Project � Dat Summa Date: 7/9/13 Zone 3 By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates Dr W,Jacksonville,FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email:-as Lax�Lqma:i-omi Project Information For: Moquin Residence 587 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 74 OF Inside db 74 OF Design TD 42 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27631 Btuh Structure 41453 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27631 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 41204 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3416 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1993 1993 Equipment latent load 3416 Btuh Volume(ft3) 35251 35251 Air changes/hour 0.20 0.11 Equipment total load 44620 Btuh Equiv. AVF(cfm) 118 63 Req.total capacity at 0.87 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5049E1 Cond 4TWX5049E1 AHRI ref 4385471 Coil *AM7AOC48H41 AHRI ref 4385471 Efficiency 9 HSPF Efficiency 12.5 EER, 15.5 SEER Heating input Sensible cooling 34062 Btuh Heating output 47500 Btuh @ 47°F Latent cooling 14598 Btuh Temperature rise 26 OF Total cooling 48660 Btuh Actual air flow 1633 cfm Actual air flow 1633 cfm Air flow factor 0.059 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-14 23:14 31 Wrig hltsoft Right-Suite®Universal 2012 12.1.03 RSU17457 Page 3 SCA ...ial Manual AEAC,Moquin Residence,587 Beach Ave,Atl Bch.rup Calc=MJ8 Front Doorfaces: Page 3 Project Summary Job: Date: 7/9/13 Zone 4 By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates Dr W,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email-is lax 3 m, Project Information For: Moquin Residence 587 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 74 OF Inside db 74 OF Design TD 42 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17177 Btuh Structure 26687 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17177 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 26527 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1947 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1341 1341 Equipment latent load 1947 Btuh Volume(ft') 16170 16170 Air changesthour 0.30 0.16 Equipment total load 28473 Btuh Equiv. AVF(cfm) 82 44 Req.total capacity at 0.87 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5030B1 Cond 4TWX5030B1 AHRI ref 5021598 Coil *AM7AOB30H21 AH R I ref 5021598 Efficiency 9.2 HSPF Efficiency 13.0 EER, 15.3 SEER Heating input Sensible cooling 22820 Btuh Heating output 30000 Btuh @ 47'F Latent cooling 9780 Btuh Temperature rise 26 OF Total cooling 32600 Btuh Actual air flow 1053 cfm Actual air flow 1053 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-14 23:14 31 ^L Wrightsoft Right-Suite®Universal 2012 12.1.03 RSU17457 Page 4 �� ...ial Manual AEAC,Moquin Residence,587 Beach Ave,Ad Bch.rup Calc=MJ8 Front Doorfaces: Page 4 N, G: FILE C 0 P 0100v ailpFlorida Department of 41� p Governor Environmental Protection Herschel T. Vinyard,Jr. F L0 R UH Bob Martinez Center Secretary 2600 Blair Stone Road Tallahassee,Florida 32399-2400 (Mail Station 3522) September 6,2013 Kirk R and Anne Marie Moquin c/o James Blythe Content Design Group 100 North Laura Street, Suite 800 Jacksonville,Florida 32202 Dear Mr. Blythe: Acceptance of Foundation Location Certification Permit Number: DU-442 Permittee Name: Kirk R. and Anne Marie Moquin Project Address: 587 Beach Avenue, Atlantic Beach Project Location: Between approximately 288 feet and 388 feet south of the Department of Environmental Protection's reference monument R-50,in Duval County You are hereby notified that the foundation location certification for the referenced project was received on September 3, 2013, and reviewed by the staff. The location of the foundation of the dwelling seaward of the coastal construction control line, as certified, complies with the requirements of the permit. (The pool location seaward of the control line complies as well, although was not required.) You may proceed with construction as authorized. All terms and conditions of the permit, including the periodic reporting requirement, remain in effect. Please continue to submit the required progress reports from this point forward. If you have any questions,please contact me at the letterhead address(add Mail Station 300),by telephone at 850/921-7849, or by e-mail to valerie.jonesA dep.state.fl.us. Sincerely, Valerie Jones,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management Vi/ cc: Kirk R and Anne Marie Moquin, Property Owners Trey Hatch,Field Inspector www.dep.statefl.us t FILE COPY { FLORIDA DEPARTMENT OF 4 N1 ENVIRONMENTAL PROTECTION Division of Water Resource Management 3900 Commonwealth Blvd.,Mail Station 300 Tallahassee,Florida 32394-3000 Telephone(850)488-7708 NOTICE TO PROCEED Permittee Name: Permit Number: DU-442 Kirk R. and Anne Marie Moqum Permit Expires: January 28,20I6 c/o James Blythe Content Design Group 100 North Laura Street,Suite 800 Jacksonville,Florida 32202 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all conditions of Chapter 62B-33, Florida Administrative Code, any preconstruction requirements, and all permit conditions. Project Description: Construction of a three story, single-family dwelling, landward garage, swimming pool/spa,other structures/activitics,excavation,and fill placement. Project Location: Between approximately 288 feet and 388 feet south of the Department of Environmental Protection's reference monument R-50,in Duval County. Project Address: 587 Beach Avenue,Atlantic Beach. Special instructions: A preconstruction conference is required. The permittee shall comply with all permit conditions. Questi s r� ding this notice should be directed to the undersigned at the above address. -----__ � Tr�, Zal3r al a Jones,Permit Manager %' f pate r N7 /dw cc: Permit File Permit Information Center Trey Hatch,Field Inspector Kirk R.and Anne Marie Moquin,Property Owner City of Atlantic Beach,Building Official Post Conspicuously on the Site DEP Form 73-131(Updated 2106) V s Kirk R.and Anne Marie Moquin January 29, 2013 Page Two. Petition for Administrative Hearins A person whose substantial interests are affected by the Department's action may petition far an administrative proceeding(hearing)under sections 120.569 and 120.57, Florida Statutes. Pursuant to nile 28- 106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address tate service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how,the petitioner received notice of the agency decision: (d) A statement of all disputed issues of material tact. indicate; I1'there are none, the petition must so (e) A concise statement of the ultimate facts alleged.including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (1) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged Facts relate to th specific rules or statutes;and e (9) A statement of the relief sought by the petitioner,stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the office of General Counsel of the Department at 3900 Commonwealth Boulevard. Mail Station 35, 'Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of,filing. Time Period for Filing a Petition In accordance with rule 62.110.106(3), Florida Adtninistrative Code;, petitions lbr an administrative hearing by the applicant must be tiled within 2 f days of receipt of this w ritti n notice. Petitions bled by any persons other than the applicant, and other than those entitled to written notice under section ed by (31, Floridaersos Statutes, must be tiled within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes,however,any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice. regardless of the date of publication. The failure to file a petition within the appropriate time period shalt constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon [lie fling of a motion in compliance with rule 28-106.205, Florida Administrative Code_ 6 s STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTiOA, �. Division of Water Resource Management 4 4 3900 Commonwealth Blvd _Mall Station 300 Tallahassee,Florida 323993000 Flt IllA T (850)488-77 os PERMIT NUMBER: DU-442 PERMITTEE Kirk R. and Anne Marie Moquin cro James Blythe Content Design Group 100 Not-th Laura Street, Suite 800 Jacksonville. Florida 32202 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161,053, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant'permittee named herein on September 5. 2012, andwas determined to be complete pursuant to rule on November 2,3012. The proposed project is to be located landward of the 30- year erosion projection. There is no uniform and continuous line of construction established by major structures in the area. The proposed project is to be located landward of existing and Department permitted major structures in the area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the penin conditions, the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beachldune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Codc; and that it is an activity or tt-pe of construction which the designee of the Department has authority to approve or denv pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. Based on the foregoing considerations, the designee approves the application: authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: January 28. 2016 LOCATION: Between approximately 288 feet and 388 feet south of the Department of Environmental Protection's reference monument R-50, in Duval County. Project address: 587 Beach Avenue,Atlantic Beach. y s � PERMITTEE: Kirk R.and Anne Marie Moquin PERMIT NUMBER: DU-44? PAGE 3, Excavation/Fill 1. Total volume of excavation: Approximately 141 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. See Special Permit Condition 4. 2. Location of excavation: From 0 feet to approximately 157 feet seaward of the control line. 3. Maximum depth of excavation: To approximate elevation +3.8 feet (NAVD) for the pool;a maximum of approximately 1 1.6 feet below existing grade. 4. Volume of fill to be placed: Approximately 921 cubic yards. Volume of imported till: Approximately 780 cubic yards. See Special Permit Condition 5. 5. Location of fill to be placed: From 0 feet to approximately 175 feet seaward of the control line. Other Structures,'Activities 1. Demolition and removal of the existing dwelling, concrete driveway, brick walkways. concrete slabs, planter, landward retaining wall, and landward one-story frame building. See Special Permit Condition 3. I A 4-inch thick, frangible concrete and paver pool deck attached to the periphery of the pool,varying in width between 5 and 21 feet, and located partially within the footprint of the dwelling, is to be located a maximum of approximately 161.5 feet seaward of the control line. 3. A 6-foot high masonry privacy wall with a landward gate is to be located along the north, south and landward peripheries of the property to approximately 70 feet seaward of the control line. A 6-foot high wood fence is to be located along the north and south property lines seaward from the masonry wall to the seawall, a maximum of approximately 317 feet seaward of the control line. A 4-foot high metal or wood fence is proposed for the shore-parallel,seaward side of the property. 4. Landward sand-set paver driveway and parking arca. �. Drainage improvements and two landward swales. { i 5 PERNIrri,EE: Kirk R.and Anne Marie.NIoquin PERMIT NUMBER, DU-44 PAGE] 7. No construction. operation, transportation or storage of equipment or materials, and no temporary lighting of the construction area is authorized in marine turtle nesting habitat, seaward of the dune crest. at any time during the marine turtle nesting season (May I through October 31). 3. All lighting shall be shielded, installed and maintained as depicted in the approved lighting schematic and cut sheets. No additional permanent exterior structural, swimming pool or landscape lighting is authorized. Pool light illumination shall be provided by amber or red LED lamps not to exceed , trot candle per square foot of pool surface area. APPI.Oved plans are incorporated into this permit by reference. Done and ordered this =_'_dayuf �,1:t..,-c.'f 2013, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT FILED,on this date,pursuant to S 120.52 State of Florida Department of Environmental Protection Florida Statutes,with the designated Department Clerk,receipt of which is hereby acknowledged. —=-- Fritz Wettstein, Environmental Consultant Deputy Clerk Date Coastal Construction Control Line Program Division of Water Resource Management 1 s t �- - FOUNDATION LOCATION CERTIFICATION,�;�' Division of Water Resource Management ftO'I^ Florida Department of Enwonmenml Protection 3900 Commonwealth Boulevard Permit Number: DU-442 Mail to- Mail Station 300 i Tailahassee.Florida 32399-3000 h;irk R. and Permittee Name: Anne:Marie!Mo uin IThis is to certify that all aspects of die foundation location, as constructed, are in accordance with both the plans and the project description approved by the Department of Environmental Protection as part of the permit. The foundation location certification is based upon such surveys as are necessary to determine the actual location specified below: I Distance the seawardmost piling has been placed as measured perpendicular to the coastal construction control line: _ feet Note: Any deviations front the approved plans and specifications shall be stated as an exception to this certification. No further vertical construction on the permitted structure is authorized until the Bureau of Beaches and Coastal Systems has notified the permittee: in writing, that this foundation location certification has been approved. Signature of Applicant _. Date i Typed or Printed Nati of Applicant I Sigrna[ure of Surveyor Date Typed or Printed Name of Sunevor (Seal) —S,—ate--of Florida Registration Number DEP Form 13-114B(Update:9103) Florida Department of cnvm1rMn;a1 protect,,-)fD=P f DwAwr of wager Resource Mar men Bureau of Beaches ano Ccastal .e.ns rtF' 390]Cxnmormeann Bocievare.Mar.;tailor 300 &FLOR A Tallahassee,elaroa 3230930001850)4BB-7708fD � General Permit Conditions Rule 62B-33.0155,Florida Administrative Cade i The following general permit conditions shall apply,unless waived by the Department or modified by the permit: a) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit.Deviations therefrom,without written approval from tite j Department,shall be grounds for suspension of the work and revocatior of the permit pursuant to Section 120.60(7).P.S.,and shall (I iresult in assessment of civil fines or issuance of an order to alter or remove the unauthorized work,or both.No other construction or activities shall be conducted.No modifications to project size, location,o:sxuctural design are authorized without prior written approval from the Department-A copy of the notice to proceed shall be conspicuously displayed at the project site.Approved plans shall be made available for inspection by a Department representative. b) The permittee shall conduct the construction or activity_ authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat.or adjacent property and structures, c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of asce taining compliance with the terms of the permit and with the rules of the ?epartment until all construction or activities authorized or required in the permit have been completed and all project i performance reports,certifications,or other documents are received by the Department and determined to be consistent with the i permit and approved plans. di The permittee shall hold and save the State of Florida,the Department,and its officers and employees harmless from any damage. no matter how oc oasioned and no matter what the amount,to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. C) The permittee shall allow the Department to use all records,notes,monitoring-data,and other information relating to constraction or any activity under the permit,which are submitted,for any purpose necessary except where such use is otherwise specificaliy forbidden by law. f) Construction traffic shall not occur and building:materials shall not be stored on vegetated areas seaward of the control Iine unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures,such as temporary fencing,designated access roads,adjustment of construction sequence..or other requirements,shall he provided by the permittee at the direction of the Department.Temporary construction fencing shall not be sited within marine turtle ! nesting habitats_ gj The permittee shall not disturb existing beach and dune topDgraphy and vegetation except as expressly authorized in the permit. Before the project is considered complete,any disturbed topography or vegetation shall be restured as prescribed in the permit with suitable till material or revegetated with appropriate beach and dune vegetation, h) All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and Crain size. All such fill material shall be free of construction debris,rocks,clay,or other foreign matter; shall be obtained from a source landward of the coastal construction control line;and shall be free of coarse gravel or cobbles. i) if surphrs sand fill results from any approved excavation seaward of the control iine,such material shall he distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. j) Any native salmolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by +i authorization of the Department, with other native salt-tolerant vegetation suitable for beach and dune stabilization. I.nless I otherwise specifically authorized by the Depa:-Lment,all plants installed in beach and coastal areas-whether to replace vegetation displaced, dammed,or destroyed during construction or otherwise-shall oe of species indigenous to Florida beaches and dunes, such as sea oats,sea grape,saw palmetto.panic grass,saltmeadow hay cordgrass.seashore saltgrass,and railroad vine,and grown from stock indigenous to the region in which the prcieet is located" k) All topographic restoration and revcgetation work is subject to approval b) the Department, and the status of restoration shall be reporter as part of the final certification of the actual work performed. 1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nestine season is May 1 through October 31 in all counties except,Brevard,Indian River,St. Lucie,Martin,Palm Beach, and Broware 1 counties where leatherback turtle nesting occurs during the period of March I through October 31. 1 m) If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized at any time during ! fthe marine turtle nesting season and no additional permanent exterior lighting is authcrized. - Geicm Permit Conditions(Dene 13.2004) rz,t I 1 ' a Z n RifjIF ... , �. pF S �[ 1076 ALLG6 ---- ------- i ,Io♦YaAT it AYM KY D�Ip,�aVp .-.--_• _ __ yfl taY11 ION�—_— s a A <h �l „m , m o n w Moquin Residence s d i Nhzxi�� I-S 587 Beach Avenue � �- CESiGN + ENGI\EE INC rrrc y s f � £D� , N y n.'•�T i.h"EYEKI � yg�; D , �y N I P 8 x pon p \< 3 s qI �j4 < �I AOVFRFLOWW ELEV.=13.15 o�ozP 2'N00 NOLL0.�2115N00' 700 ` a _ ` — .95'9YSVF . O,b0.S05 — 'J 9Z'RRZ 3,YO,b >p 10 ac'-3 w 17 (`x•, A ' 4 0 . ..__. __.. n m- -01 y.�/\X% H Z Yy. .xse v /i •� I - - 9 u708 O v I IJ I 09 ----'- �NLtn�- o o1.0t 6iw HLd3Q).OV.3nic12 cn r*1 O f Cpm -_- i � L. t� r+ nI rn D I ' � ..___ I �>r:J��•Y i�a'.'ate r �� y O N F-1� Iri m worn STEPS [M Z O O tv 0 F3 9�8 O •� z .oc 00 c - _ Co �l f ---_ -p- g .NYt4_I. 3NIl 102111100 NOISO213 ' c z ° -0 V N m , / e Moquin Residence N 'a Eto I SIaN w :;:t,) IF t U:3 . &J587 Beach Avenue r] 7 DESIGN * ENGINIFFRING i { � I I I�� Irl i MATCHLINE#1r:; + SEE ABOVE } It -a R. ze <j § .� 1Y.1 .gtjfi T e%Oea € €=A d I' 'j141'ih'' 1 LI N w �� I I I I = - ft•I � o °s�nno 0 t11F $ y@ C"' «. 1 1 OP Ijtif !111111 �I�jf I' ll �I1rI� t ' I{{I � �}l�lttt� �• Ik L � � I�� n ITrC.trc- E�I E}-�N�liltt � ftnitrllr iIf11 ��j�i,rj- � i t: ;. lit I l l thlt y Ij I lli�ll}14} 111 , x IIT t I �IIII{ill Z X ITI I'() x t �' x ;llII]i { �It E } r( 3 P,TITi 11tIy_ { I w Ttl�! 4 It m EIUI �1 a �rY { i�{' i � p z€ e I a L Co � 1 :�rll?-�� } -1$ 11 N w 6 m No oto IF { . �o �1- j. I -e' Ott - i w i'.!.11 'g {tl Ill il. a u o v I' 'i'm i II !i` ( I# 0 3 T11I ' Yt iI 1 {I ` rn I tll i I Y 3?Il �Tt1 ! L 1 I 1111 i.i 4I t sl ,1i a ..14ti1 !.t I wi tat{j.i:j' {t 11r tti�' 0 1 � ,11 T+ 11�l sl!ill xI $ ' NG tit: ll!l .ii;; Y � jAli i�TiL1 1' r.11M F t e 0 iTi l[TT 1. . ,I t{�'IfttH� lil'�11i , H o 0 0 +r tR it}� ++Nl+itl,:1 If{t ,li > Tuii t`r `Tf N ir..tui �: i{F-r IiSill tt_I tilltl� - I•Eli4 ..L}� � I �{{:t1µ1 ti. I .S.CI I l kid l.`I I lit. `„1 11 i - ✓ n w � •! I , +ill �NiTI�F� fit11TL{f' .�I� � o o z { 111141' I It1 i�jt[E ItiCft, i Iii HIM hrl l l t.}il j 1.� }iiijtltiytt ellIfl e 3 ; tIF iL 1 }hllal II' I° 5 t { I fl 3 1 1 ' Lill ITJt III {{}�, t4 7'4 , r f 1 r 11 Ill Ili MATCHLINE#1 tirltl 1 _ ga8 `€� o i I ttTlTj it{(I rjll �1 � SEE BEL Il r. ' �,.41P H li I- a t � i j n 25 m. Moquin Residence�. � q; 587 Beach Avenue ON r N C 1 N E E F.N f; os,m�olrwe.,n.+.,r rw zme+ nYy -� w ! O O O O O r N W Mt fl, ITT. ;!� I `flit I.(l1t{ntt rylc. T,: 1 ;a 1J+11{11 T MATCHLINE } r11 h1:1 ijI t! MATCHLINE#2 II c ti SEE ABOVE 31 a l ln, I li L iJlu I i,li IW-r{1 ! If 1, I Jl j 1A I.I i. SEE ABOVE �l f11 I ,' [' III tIl-!i r+�T Cir s 11 itt'' 1 if 1• l i 11 1�1 j Il µ `fj; u 1 �1' '�i',rillat 11'.11 , •' ,r' if. :f' ;{ :�1ltiflf� I { , li l- 1 lit a iil' !Jd}lilliil.!!Ij(I � y IBJ '+ `{ i�lic'tff m!I;: tt` II f { t— �JL s l jou. twlll�tJ+1j f' ' I i ? 1f[�}I r I ' �'Xlf•L ' ; ,r, ,' r! > I{ tt 11 '� iiri I a m }j 'I i a f f N ijl� mss' HIt I lii I Tftl{ I [II,I 4{l{ !+ 11 'I Mlit!ii_ tir i i f}!11 11 I I.} �+ � IIT 1LIil�-� . 1.. I t. U' .� 1• �t+ll !�{ff{-!- � :, � �: I1t,11H I 1' r J r Ilii T 1 I i 171 rl flit1 ;� to � �f-,I�•I i�� c�1_! �flllllil! Illl Ilil ii��;11 �:,.�. ,f��l. i 1 z ;ri . { �i4 1 1 h IJ �i:{tl`(1 m ;tll ,rt �i+ rn lij!iitllfl I +rNltij lal M'Ii,l�' !i iilllil 11{111 @ I •": t`1 i 1 ii'liiji EI ' I jlfi � , 1 I. 7 11 II" i 1lilll 111 E+61a111f!.; A; +�ti"11 11!1ti1: JI}1! �11. ,I:! � ,,, :1;1111 Il.11 I I fi.il { TC r rr ilJ,i m {{1{111 IaT m I'1 j11 !I , I LJ ,J I,�' n III I.l !7111 Ilf t�rlJ!TI ra 1 ' j11�Y}j i' i c lit IT :YsTJiut Jlltl i{II i.l! {uli+ lill I I{ lilfila' Z x a7 II �{ p I Iln 171u1 iJt pIri N +f i1++. .� ifTTTfI1 N ai i +J IiI z 11 I t J I. W 1tr t {t, 1 i j It fla '� "1 co N 111'1171 Ili{ (I 1fi �t1 14+4 f I 411 l fil i f �jllir i illlj ,IIII ijl;�jli � ' htllil Ih iI{Ill:�i'1;1 Ali 7!I ilji jr f ja ��jl+!jIJ! I - ' fif{{llFtllfil!�1 itT -1�ut ;IJi1 .i{lf1} "111 {kit+ lit htf�+Ii {Ctl11f In;t aJti f ,,r f t`ttii _ . l!;li{}[lutl>iJ Aijllij 11, I;�tl .1 ,ti1�+ I+! itit!f l+la{j}jc 3 Rye in'E[II IIII ;.i�itE! h{ I� I�.l III'{I I� i1 +Ilii+il, �= rtli 11 lm l irlla ' fil n1 IIII fill 11 l; { ' 1 Ilii! I t, � R E� 11 I t i , "li ( Ha �6� 11111i11�11*I .. Y I T y1 *�t11. ictl i A T 1.4{ f )i R. tN rli. f Y Mills § 1+{'IYflrl. 11117 1 fJfll.l'al: i 5 11i•:H II� ' fi k,s It`, t II.tl 't�Yr`f! l-f J II I I� I �•,. _ II, iitl tlnl}itl 11 I 11}{11 Itlijil ° 'Jill 1 i it l II {I.f %rl 1 IIII ..1 { i, ft 1 1 h1� 141-i �5 'I_I 4}`Ilili ii +f+ irk; ; .I `rll}+IF T'I}I I I li t I1T�TI11 IIII 111 �j uTT- lit �F, fltr it, rt i- !THS, + �1,, I,IIII Ilii i 111tH j j tti; 11'11 llftlfill 11 .Tfi+ll�ifi }l' 1Il I i1 t. I hli.fl� 111}it rt 1111!1{1, I°I t C f {�}1tfI f H [-it Jl is 1 Tt. t, I all 1 i 1, f If t rri,lli}t� MATCHLINE#2 111 T MATCHLINE#3 .1 1 ids jilil Atli, Iha SEE BELOW { r1 II! "1ir11hF �;.'rrr' SEE BELOW !111 1 TI,"!,_, I ffr..,riI �t`t �Q a cg)!7.`Moquin Resi ence N o gp O 587 Beach Avenue £f INISION N OESi.iN ENGINEERIN,': C O N F -i v y b 0 LI v T V G O p m O m i 3 a ; m P.314 IA FAO M= ° c ry -a m a x 3 4 a Pro e1pi d o `'a3�v,tr•>.>. ..' 0", 3 a „ \� 3 rt 3 a�rt 3 o .p' p. N. p c -- 0 0 or a i m ° w m b n r ��.i.; ��.` 'T i '��<•\:; I '_t u_'°"`on N ^a O T o `3•s-w 3 ti ?�S��"Y'`:`. n l `'(�\ .�"v,:y_ia j1 C }'l�1 , 't h>'Y 1n = FZWTCHEE �� C <e v N "'o a A w ^'1q~ z w -mt w Y' �?i \x;•` , :'4^ I��XI \ - N 1A x J�.>r - y M ` t• t A�% Lrl m 1 I C C1 n; a r�a- j rf S zaI 72 z � 3Nrl 14Y213d 1V213N36 _W=STEPS Hill - w - ag®,i "I - ;:KM v, A O r� I A.- ------------------------- ---------------- _ - -- - 3N(7 104LNOO NOISON3 — r%a-- -- •.<__-.:x nw:.! Ln 5� vm r a Moquin Residence 587 Beach Avenue � '? SI G 11 ESIQN * [NONCER.NG c..urawa runr.dem w.ma+ q.ryy - bd y o oEn c c p Oo �l O� vi w N O� to p w N •- f'DCD A A� a. cD a A N p :� o �. a. a z o' CD o w C cnCD .� Kr �' I0 CD CD y Ln F4. c 0 CD AO a 0 C �. ' acn � L� n 00 Cj o N Z Ib 2CD In xa� o- O a P C) S S5. o . X O •� �,.`� � gyp. l T� 00 O CSD CD o S o CD CrJ tm110 p'3 r. CD '5 CD u CrJ w .. A Z. 0 � CD O z a ' CDD �3 A � o ft N u) C,' CD o 0 J bor, Y GQ Ln o A � o ( n r-� r-� r-• r-• '-' G \p CJO J 01 V� W \O 00 �1 O\ V� W o C" Czi Z 7d Y pEn O CD cr CD r/i aq (D K QQ --"aO O CD CD S Z1 (D TQ CL CD = O n C N C!Q + n CD � � O N A� C O � d � b O G d H A 04 rte• n7•• w tD 61 CD r 0 A 7 O J O� to b n n on 9 c 0 (D v p� O O r cu o �. °o `tin �• o o C° CD x o � m o o� cu CD ZCD v� o N � ►� k � o o CD CDn 0 f C s b A � d � n N fi ra fDf 1 � � E O r O A �t n o cry o x CD gL CD CD CD ZCD CD CD CD CD 0 o 8CD n 3 pIr , �' o CD CD O CD � CD o �. CD CCDrb � o o Z " � a a m o � '� d 0 CL CD Z o a CD CD �_ U?. Co CD 0 CD ' � c", 0 CD 0 Jr, .� CD CD VIC CD CD o+ CD o o r . � 8 o ° CD 8 5 CD 0 CITY OF ATLANTIC BEACH Building Department STS 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # 13- 35-04 Property Address: . 5-(?7 13e,?ckAva, Applicant: y/'C/"R G v S7rJ�►-� rY7e�' Project: Ive kv se-- This permit application has been: Approved Reviewed and the following items need attention: Loos a Please re-submit your application when these items have been completed. Reviewed By: Date: rsh n City of Atlantic Beach APPLICATION NUMBER s Building Department [Date assigned the Bu7de�� 800 Seminole Road v! Atlantic Beach, Florida 3223345445 /� Phone(904)247-5826 Fax(904)247845 routed: � J 6 E-mail: building-dept@coab.us City web-site: hffp:/Mww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address• VG ent review required Yes No Buiidln Applicant: Planning &Zoning pP Tree Administrator Public Works Project: ��/,[� L(.-C � Public Utilities Public Safety Fire Services •Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS 1 Reviewing DepartmentFirst Review: ®Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING R ZONING Reviewed by: Date: TREE ADMIN. $econd Review: [Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by. Date: FIRE SERVICES Third Review: ®Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14109 CITY OF ATLANTIC BEACH ,� s) 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003500 Date 10/17/13 Property Address . . . . . . 587 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000 ---------------------------------------------------------------------------- Application desc HOUSE PLANS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ KIRK & ANNE MARIE MOQUIN AURORA CUSTOM HOMES 2375 PONTE VEDRA BLVD S P.O. BOX 329 PONTE VEDRA BEACH FL 32082 PONTE VEDRA BEACH FL 32004 (904) 246-5400 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . TRI COUNTY ELECTRICAL Permit Fee . . . . 165 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/15/14 ---------------------------------------------------------------------------- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------.. --....---------------------------------+--!r------------------------------- PERMIT ��1'PPR0VLAf-fWLV IN ACCORDANCE WITH ALL'CITI-%GF 'ItC BEA(FI OR�iNi�lQII THE FLORIDA'4 8 BUILDING CODES. t f.4, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003500 Date 10/17/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DBPR SURCHARGE 2 .48 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 165 . 00 165 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 96 4 . 96 . 00 . 00 Grand Total 169 . 96 169 . 96 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904)247-5845 PERMIT ,TOB ADDRESS: SEA INFORMATION REQUIRED ON ALL PERMITS AMpS ___.1-sem–VOLTS _,____._.PHASE VALUE OF WORK S Underground [�Underground up Pole NEW SERVI ❑,Overhead esidential(Main)Service O 151-200amps amps #of Meters DO-100 amps O 101-150amps C1Commercial(Main)Service DCT Service amps 0151-200amps D0-100 amps 0101-150amps O�,arnps Size Conductor Type OMulti-Family(1VIainO54ps)Service #of Unit Meters D 151-200amps D------cps 00-100 amps OTemporary Pole C_amPs DCT Service ramps SERVICE UPGRADE O—amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) DCT Service amps D200amp amPs 100 amps O 150amps ------- ETC. ADDITIONS,REMODELS,REPAIRS,BUILD"OUTS,ACCESSORY STRUCTURES,ETC. 0-30amps _-__-._31-100amps 101-200amps outlets/Switches: ______ 31-100amps — Appliances: 0-30amps _..----61-100amps A/C Circuits: 0-60amps kw Heat Circuits: _______ # circuits @__--___-_ Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTSDTransformers KVA OMotors hp Swimming Pool D Sign 0SmokeDetectors_Qty 112E ALARM SYSTEM (Requires 3 sets of plans&Fire Alarm Checklist) VALUE OF WORK F Qty volts/amps REPAIRS/MISCELLANEOUS D Safe 'Inspection OPanel Change OOH to UG OReplace Burnt/Damaged Meter Can D Other: i ) - cern that t have =_-�rk d= s of laws and ordinances governing this work will be complied rfarma ce f Permther Tm"it becomes void'if work does not commence within a six month p 0O1or work is suspended or abandoned for six r swill i e or the p ermit does not eve be true authorityto violate the provisions of any other state or local law regulation co read this application and know the same to be trueattd correct. p specified or not Tho p construction. ' . r /i —Phone Number ' MD�tJ Owner-,Name k'1'K4'twe ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: 5D r7 6ear a U.0— PERMIT# ,l3y"--3SoU JEA INFORMATION REQUIRED ON ALL PERMITS tl00 Ams yU VOLTS PHASE VALUE OF WORK$ a OW•elD NEW SERVIC ❑ -Overhead Underground EDUnderground up Pole esidential (Main) Service 00-100 amps ❑101-150amps ❑151-200ampsamps # of Meters ❑Commercial(Main) Service E10-100 amps ❑101-150amps 11151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps # of Unit Meters ❑'Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps ❑ amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) VALUE OF WORK$ Qty volts/amps REPAIRSIMISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety his ❑Panel Change OOH to UG ❑Other: LO R k Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that i have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name A, Phone Number Electrical CompanyTf�� Cep vn `� ��QC �� —Office Phone©---5'661f Fax J6D Cit State Tt- Zip Co. Address: L /vr,�� a L y License Holder (Print): ' tate rtif tion/Registration Not olde ;2 ayP`,��:; Notary public-state of Florida �1r�'r) i� 20 / c My Comm.Expires Jul 6.28* and subscribed before me th o ' day of — ;,q+ �o` Cmmission#EE 202003 '%4'of«; Bonded Through National Wary�� t ture of Notary Public, ym�0044 (� CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ° INSPECTION PHONE LINE 247-5814 ell �? Application Number . . . . . 13-00003500 Date 10/21/13 Property Address . . . . . . 587 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000 --------------------------------------- Application desc HOUSE PLANS --------------------------------------- Owner Contractor ------------ ------------------------ KIRK & ANNE MARIE MOQUIN AURORA CUSTOM HOMES 2375 PONTE VEDRA BLVD S P.O. BOX 329 PONTE VEDRA BEACH FL 32082 PONTE VEDRA BEACH FL 32004 (904) 246-5400 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO ------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . AMERICAN PLUMBING CONTRACTORS 00 Permit Fee . . . . 286 . 00 Plan Check Fee Issue Date Valuation . . . . 0 Expiration Date . . 4/19/14 ---------------------------------- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO-INSPECT-F+ASTENE(+R..�Sp}-AGE--------4-------- PERMIT JgtA i t)VFj98"�LY IN ACCORD'ANC'E WITH ALL.'CITjSXA"fLAI WP9E.4LTf D>�11vP►I &k'ANU THE FLORIgX 29 BUILDING CODES. CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD v� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00003500 Date 10/21/13 --------------------- ----------------------------- Other Fees . . . . . . . . . STATE PLBG DBPR SURCHARGE 4 . 29 ----------------------------------------------------------------------- Fee summary Charged Paid Credited Due _ _ ---------- ----- ---------- Permit Fee Total 286 . 00 286 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 8 . 58 8 . 58 . 00 . 00 Grand Total 294 . 58 294 . 58 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 .TOB ADDRESS: 4eo(An piyc PERMIT# 1�—DD003 Sap NEW OR REPLACEMENT INSTALLATION: Project Value $ 30,euu. TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer _ Shower 3 Dishwasher Shower Pan 3 Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet — Hose Bibs '— Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer — Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** **SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name (\,(_ i ,ni A Phone Number Plumbing Company Mef��on �� ^� ConyC�o�I1�6 ^� OfficePhone(Sat 7 -I Fax�i,wl 7`(3-95Yy Co. Address: 512-0 NAvNXoA 1,3-,X- - City Jn�ln State ( Zip 3Z 1 License Holder(Print): IZaid AA � St e Certification/Registration# U b5fo41% Notarize Sijwaluw icense old ' aPaY P�9,, KIM LASSI s 'bed-before t 's da of 20J3 Notary Public-S t •= My Comm.Exp'es Apr 2 W Commissio EE 1 $fat a of Notary Public ��'�O l��P•,, Bonded Through National Notary Assn. UES Project No.:0910.1300190.0000 UNIVERSAL LIES Report No.: ENGINEERING SCIENCES UES Lab No.: 2473 Date Typed: 09/18/2013 Consultants in:Geotechnical Engineering• Environmental Sciences Project Set No.: Construction Materials Testing•Threshold Inspection•Private Provider Inspection COMPRESSION TEST SPECIMEN DATA REPORT Client: Aurora Homes PO Box 329 j Ponte Vedra Beach, FL 32004 t„r Project: 587 Beach Avenue Project Required Strength: 5,000 psi at 28 days Delivered Strength: 5,000 psi at 28 day Ticket Information Sample Data Quantity General Contractor: Brevard Grouting Set Number: 1 of 1 Truck Load: 9 Cy Supplier: Cemex Date Sampled: 08/12/2013 Cumulative: 9 Cy Product Code: 1028490 Sampled By: C. Hernandez Ordered: 9 Cy Truck Number: 10025323 Sampled From: Cemex Specimen Type: Ticket Number: 32728931 Time Sampled: 2:30 PM 4"x 8"Concrete Cylinder Load Time: 12:04 PM Water Added at Site: 20 gallons Weather: Clear Initial Plastic Properties Plastic Properties Plastic Properties Ambient Temperature: 91°F (if requested) (if requested after water added) (middle third) Temperature: 94°F Temperature: °F Temperature: °F Slump: in Slump: in Slump: in Air Content: % Air Content: % Air Content: % W/C Ratio: W/C Ratio: W/C Ratio: Placement Location: House Pile #125 Diameter of Specimen Cross Section Maximum Compressive Area Load Strength Average yTested Date Age Fracture (In) (� ) (Ib) (psi) (psi) Tested (Days) Type dt d2 in08/21/2013 9 5 4.01 4.02 12.69 44,050 3,470 JDT 09/09/2013 28 5 4.01 4.01 12.63 60,100 4,760 JDT 09/09/2013 28 6 4.00 4.01 12.63 55,410 4,390 4,580 JD 10/07/2013 56 5 4.00 4.02 12.63 68,180 5,400 Remarks: :• LIN Af7EN6I EtRING SCIENCES, INC. Sampled to ASTM C-172 Yes ` * Certificat*of Authoriti Rb. 549 Temperature Performed to ASTM C-1064 Yes .p TATE F '• �� slump Performed to ASTM C-143 Yes Air Content Performed to ASTM C-173 or C-231 N/A 1_��. •'• Rf♦Q,••.' ��, Specimen Molded to ASTM C-31 Yes — ��• ��' No.of Specimens Cast 5 � ptZices Manager Initially Cured to ASTM C-31 Yes Sef ORIDA Cured&Tested in Lab to ASTM C-31 and C-39 Yes Professional En ineer No. 65027pate: /°113i1' This Form Conforms with ASTM C-39 11 4 Hargrove Grade,Suite A • Palm Coast, FL 32137 (386)986-2122 (386)986-2095 • www.universalengineering.com UES Project No.:0910.1300190.0000 UNIVERSAL UES Report No.: ENGINEERING SCIENCES UES Lab No.: 2486 Date Typed: 09/18/2013 Consultants in:Geotechnical Engineering• Environmental Sciences Project Set No.: Construction Materials Testing•Threshold Inspection • Private Provider Inspection COMPRESSION TEST SPECIMEN DATA REPORT Client: Aurora Homes PO Box 329 Ponte Vedra Beach, FL 32004 Project: 587 Beach Avenue Project Required Strength: 5,000 psi at 28 days Delivered Strength: 5,000 psi at 28 day Ticket Information « __ Sample Data _. _Quantity General Contractor: Brevard Grouting Set Number: 1 of 1 Truck load: 9 cy Supplier: Cemex Date Sampled: 08/13/2013 Cumulative: 9 cy Product Code: 1028490 Sampled By: C. Hernandez Ordered: 9 Cy Truck Number: 100297 Sampled From: Cemex Specimen Type: Ticket Number: 32730820 Time Sampled: 12:49 PM 4" x 8"Concrete Cylinder Load Time: 11:30 AM Water Added at Site: 0 gallons Weather: Clear Initial Plastic Properties Plastic Properties Plastic Properties Ambient Temperature: 92°F (if requested) (if requested after water added) (middle third) Temperature: 93'F Temperature: °F Temperature: °F Slump: in Slump: in Slump: in Air Content: % Air Content: % LLK�/ ntent: 0/0 W/C Ratio: W/C Ratio: tio: Placement Location: House Pile #132 to 123 Diameter of Specimen Cross;n') ction Maximum Compressive ALoad Strength Average Tested Date Age Fracture (in) ( (lb) (psi) (psi) gy Tested (Days) Type dl dz IFC 08/27/201314.03 19 50,610 3,990 JB 09/10/2013 28 5 4.01 4.01 12.63 54,310 4,300 4.00 4.02 12.63 54,870 4,340 JB 09/10/2013 28 6 JD 10/08/2013 56 5 4.01 4.01 12.63 71,150 5,630 Remarks: P.0 MCLEF,q o WQ IIV R P7EERIF�G SCIENCES, INC. Yes ,fertificate o Authoriza n No. 549 Y Sampled to ASTM C-172 6502 Temperature Performed to ASTM C-1064 Yes ND• �( Slump Performed to ASTM C-143 Yes Air Content Performed to ASTM C-173 or C-231 N/A Yes Aa, McLet(PFEDF (4,i `�� Spp-cimen Molded to ASTM C-31 rzP� ti g h ah % No.of Specimens Cast 5 \` Initially Cured to ASTM C-31 SIA f Yes Proresss Loft)n �;#Mo. 65027 Cured&Tested in Lab to ASTM C-31 and C-39 Yes Date: ( � r ,If# This Form Conforms with ASTM C-39 4 Hargrove Grade,Suite A • Palm Coast, FL 32137 (386)986-2122 9 (386)986-2095 • www.universalengineering.com U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name KIRK R&ANNE MARIA MOQUIN Policy Number: A2. Building Street A dress(including Apt., Suite, and/or Bldg. No.)or P.O.Route and Box No. Company NAIC Number: 587 BEACH AVENU -DETACHED GARAGE City ATLANTIC BE State FL ZIP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOTS 5&6, BLOCK 20,ATLANTIC BEACH SUBDIVISION"A"; PB 5, PG 69; RE#170157 0000 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL ACCESSORY-DETACHED GARAGE A5. Latitude/Longitude: Lat.30° 19'51.3"N Long. 81°23'45.7"W Horizontal Datum: ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes X❑ No d) Engineered flood openings? ❑ Yes ❑x No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State CITY OF ATLANTIC BEACH 120075 DUVAL FL B4.Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9 Base Flood Elevation(s)(Zone 1203100409 H 6/3/2013 Effective/Revised Date Zone(s) AO,use base(flood depth) 6/3/2013 X B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes 21 No Designation Date: E CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Building Under Construction' ❑ Finished Construction Cl. Building elevations are based on: El Construction Drawings' 9 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: 14.04(COMMENT) Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 0 NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 17.9 feet ❑ meters b)Top of the next higher floor N/A. ❑feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑ meters d)Attached garage(top of slab) NIA. ❑feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A. ❑feet ❑ meters (Describe type of equipment and location in Comments) 0 Lowest adjacent(finished)grade next to building(LAG) 14.2COMMENT 0 feet El meters g) Highest adjacent(finished)grade next to building (HAG) 15.000MMENT feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A. ❑feet ❑ meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a o ❑ Check here if atta hments. licensed land surveyor? ❑ Yes 0 No Certifier's Name DON W.BOATWRIGHT, P.S.M. License Number LS 3295 Title PRESI . NT Company Name BOATWRIGHT LAND SURVEYORS, INC. Address 15 ROB R S RIVE City JACKSONVILLE BEACH State FL ZIP Code 32250 Signature Date 12/4/2013 Telephone 904-241-8550 \./ FEMA Form 086-0-33 (7/12) See reverse side for continuation. ReDlaces all previous editions,. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. FOR INSURANCE COMPANY USE IMPORTANT: In theses aces, co the corresponding information from Section A. Policy Number: Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Y 587BEACHAVENUE — DETACHED GARAGE City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear VievW';and, if required, "Right Side View" and "Left Side View." hen applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in rection A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW I r , ADDITIONAL FRONT VIEW 'I%& 'as New!,& _w 1 I Replaces all previous editions. FEMA Form 086-0-33(7/12) ELEVATION CERTIFICATE page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 587 BEACH AVENUE City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments A5-INFORMATION OBTAINED FROM ITOUCHMAP.COM C-BEN ARK-MAG NAIL&DISK IN WOOD POWER POLE ON N/W PROPERTY CORNER OF 587 BEACH AVE. 2e-E UI M NT PADS NOT POURED. 2f&g- A E ON ELEVATIONS BEFORE FILL ADDED. Signature Date 12/4/2013 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items E1—E4, use natural grade, if available.Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. in Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: El feet El meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: El feet El meters Datum G10. Community's design flood elevation: El feet EJ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. Rcnlarac all -Ai+ir..,o FFMA Fnrm nFtR_fl-'�.,A /7/121 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD Jlye' -r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003500 Date 8/12/14 Property Address . . . . . . 587 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000 ------------------------------------- Application desc HOUSE PLANS ------------------------------------- Owner Contractor ------------ _ ------------------------ KIRK & ANNE MARIE MOQUIN AURORA CUSTOM HOMES 2375 PONTE VEDRA BLVD S P.O. BOX 329 PONTE VEDRA BEACH FL 32082 (904) VEDRA 00ACH FL 32004 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO ------ --_---------------------------------------------------------- Permit . MECHANICAL GAS PIPE PERMIT Additional desc . Sub Contractor . . AEI INTERNATIONAL CORP. . 00 Permit Fee 89 . 00 Plan Check Fee . Valuation . . . . 0 Issue Date . . . . Expiration Date . . 2/08/15 ----------------------------------- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ___ _______________ ___ --- PERMIT R hfOV1`9�VLY IN ACCORDANCE WITH ALL•CIT1-0�'a�AlY�C�EAtYt UR�Cc['rs`ANf7 THE FLORI�AOO BUILDING CODES. ?j rL`I;r1v� CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003500 Date 8/12/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 89 . 00 89 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 93 . 00 93 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904) 247-5845 )B ADDRESS: \JCAC� _ PERMIT# PROJECT VAL L'E $ W AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating___ Duct Systems: Total CFM REQUIRED $,'PLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Axl#RE Air Conditioning: Unit Quantity Tons Per Unit Q UIRED Heat: Unit Quantity BTU's Per Unit Seer RatingREQUIREl? Duct Systems: Total CFM RE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) _ E PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ,11L OTHER GAS PIPING Heat Exchanger —_ Quantity of Outlets — � Refrigerator Condenser BTU's 4 Vented Wall Furnaces Co ke L— 0 Water Heaters 2 Solar Collection Systems Tanks (gallons) -- Wells µ'['HER. C`j� -}� 2 wrt Z1"� v k o ri-nit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have rea_i application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified �t. The permit does not give authority to violate the provisions of any othance of constructio er state or local law regulation construction or the performn. 1-)perty Owners Name (Z O E�- /�� Phone Number T— F I f N�1 awl C�aa S�a�i Office Phone 1 a y-qi1 Fax chanical Company . Curs �. .�=address: 1�I�A A I�f�on t��%P City JaC�-Sar,v��r _State F"1 Zip 2Z,1 i_ 1 ,� ,q ( State Certification/Regi stration# 9'�l f --case Bolder(Print): � +'►-� - �- .rrnrized Signature of License Holder ��--�—�+ Sworn and subscribed before me this � _ day of --! !�Pu� Notary Public State of Florida Stephanie Renee McGuire Signature of Notary Public � 2 My Commission FF 033716 �1 Expires 08/01/2017 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD rJ � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number 13-00003500 Date 8/20/14 587 BEACH AVE Property Address . . . . . Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000 -------------------------------- Application desc HOUSE PLANS ------------------------------- Owner Contractor ---------- ------------------------ -------------- KIRK & ANNE MARIE MOQUIN AURORA CUSTOM HOMES 2375 PONTE VEDRA BLVD S P.O. BOX 329 PONTE VEDRA BEACH FL 32004 PONTE VEDRA BEACH FL 32082 (904) 246-5400 -- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . ZONE AO -- -----Permit---- • MECHANICAL HVAC PERMIT Additional desc . Sub Contractor Plan Check Fee ENVIRONMENTAL A/C S . 00 Permit Fee 235 . 00 Plan Ch0 Issue Date Valuation Expiration Date . . 2/16/15 ---------------------------- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS-TO- 86 ALL-WINDOWS-TO-INSPECT-FASTENERS------------ ----- PERMIT('t?W1T0-jN%1LY W ACCORDANCE WITH ALL CIT1SCir'f��AE�CiiTHE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 • Page 2 Application Number 13-00003500 ---- Date 8/20/14 _____ -------------------------------- Other Fees • . . . _____ STATE MECH DBPR SURCHARGE 4 ________ ----- Fee summary Charged Paid Credited --------- ---------- ------- . 00 - . 00 Permit Fee Total 235 . 00 235 : 0000 00 . 00 Plan Check Total • 00 . 00 9 . 72 9 . 72 . 00 Other Fee Total 00 . 00 Grand Total 244 . 72 244 . 72 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECI". `.LAICAL PERMIT APPLICATION C.QTY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 12-3s-06 JOB ADDRESS: 24G PERMIT# PROJECT VALUE $ ARI# REQUIRED Air Handling Equipment OnlyJ!LAir Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity _ Tons Per Unit t 0 le.6 Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Re uires 3 sets of plans) Fire Sprinkler System Quantity ((Requires 3 sets of plans) Fire Standpipe Quantity Reuirs 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity u•�ntit (Requires 3 sets of plans) Commercial Hoods Q y 3 sets of plans) Fire Suppression Systems Qu"rtity (Requires FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Boilers BTU's Gas Piping Outlets Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commeread nce wi ec Allmoonth f laws and ordinance or work is c dgoverning thior s work wr six ill be complied with whether spes.I hereby certify that I cified or this application and know the same to be true and co provisions not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Phone Number Property Owners Name U- t�,e c t lee Phone a ax Mechanical Company r Co. Address: �� SS fav- Or� � City State a Zip �� e Certification/Registration# License Holder (Print): t S C bS? o Notarized Signature of License Holder Befo?•., the this day of 20 Signatureof Notary Public i p n m a v m N V 1 �mN my z�,,, ONzS O3z <Z_ m3: 0 �Yi0 iz�i �ODOH Zai -0 -M4 r n G1 Gl2n y mp -4 2;myya p1 Amz A D>ZKa D 2 A D -i Z m yam OD Or200 Jy-9OS nyzza Z„DO �Oa -'m�mC A S m m 6 �n N ; Z y3y DmrpS y D a C Dy” N S GI in D >z Gl-ci m O z v N N ti n N i S s p m 5 p O y D > a a D O A= A S n�^A 2 9 3 m Z Z OF=- n;9m"ci raoD= Tyv=f Asi vn� zpzyf5 mrs FF3c o smv zc= Na L .cy,r.�3 z y> 5r mA>$ -0> u+cm w3yy~ -i ;X-5 z. a a0 Or ZZ npmC3- DA E OA z 2-0 =cD O o _ ZO1 Zc Fs O a z m '>Nn 220 oz �1iz 9. v zo�µc zy on,,, z 2 c zx m3xA sOx 3 33 �m n v-.a aH Z 3��3 c m a '"r C O r T O O z Z O �O m = O O x Z Z �m�D x F" P r y O 0 O c O A c N D Z Z C y m H m?� Z z D Z y y Z n>_ O$>-- O D Z N ZZyyAZ3e am TT1Ai1.� N> y> NmNp0 �mO �Cnxy �Z�A� zY z �n 9tAn�OA S� m3mC� mO r �y0 00 n OO y O Lz'1*O y0 C 2 O vnmi m x0� ny n o z.x?; D n A_N m m O m0 z D> y m z m C m O y 0 3 z m y: rD x 0 A O y Ti ? wm R tiz o ozm3x f2Q >'^ A yy Dz .n �9ASNO rm ;v-m �OOm ;O �m yn>m OOTf. Om�� zzFzmO ND 3s3S1_^$ fS 3zyy O>'� m> m° �zz,n� °�s xzfs �OVD oA A nz2Am� SA 4c nam am ° xy<y m?2 4lnc-A m0 C A ye yCr 8 yD r O 0 2 O C-'a mA am m O -yDo O z�'m n a- 9 - m s o �l x A a�z1c., �mN o�"z ioo c ;,"[,mmo C `mzl�op s 0 OD ym z'�OmZ y..m zo z zzo�N o'^ Na z �`t Oar $zOm yo >A o s mz� ss�£ m�Z2 oN i $� 3 czlm riAv 3c� D; °s� Nmmom 'm �R�=� p > oo_a y n� z > o=� c 3 v noc.x ;zzy cm epi N 3 g� m m zm n m m Ar mT 91D/1 r y mO m 0 O r v a nN m�TALr�Nti CyyD;A mmO9Dy�myn WWnAFZ N�OA��-Dmli �r 0S0mv>ym0c3mro9,„m DN-y� OmA NCa W.f A>Oz•m y ym-n<nfl XyD Z Z1 zo2oz icA10 moDx aaznnzA�"o $xz my � DHaDTADDmDO Z -.Qu➢ mz9mvOyv G _. mD OAn-So `0 Da$43 zoS; $oscS �cn0m2axig v ZZ*Czmo QOn° ay. 1pm -- . 2 xm0 Tz O 0- '...0.0 5rt10S awo jv° * nnno:CTAT �n 5 Woo'm so 'mA�F�zNnn 4mil<z °mO3z� D Z ��r++^ fZ1 m v� 2 Z a�j O z •C-; n 3 C CVi A y `CCSyC>cap >EDa'C^ ,AyNOD �l yyyZm m 5i c "+n�$ < '-a'N�� smol>z�v Ll D m pf OG1NmTNOx L AzmN c y NNOn Sp � CN --ImDC 000 z'� C� 2 m�o 9m mO(j Ctiz0 a>>p O�QO3� xayvmi �a col opo c>ADBo a�� oamzc `&'& ro„x,c� 375mMN° ox n5�my°fy� 02 z O �m o<nx-Ov Omy=N a Cm• y� Drym?OSSz n�=,>pnN ZZ_ D�D S�Va _ am^' io2�> yD yHyO X10x r 2<z z FM vm.A o<C0_mONm o=oo D2mo2 �_+>° y/ z �� _ =Ti�'2' m" 9mmZ 5A m9 �� N m na N vSn mv =2 z° �v mFD� ° v O � O � cD N � 0 (71v a w A w m m O 1 A d m rb 0 � 0 ZO O 3 ! N z ^ N N - V/ 0 3 3 -n z � tr th � m O p K cLq to m y O N D >m 00 T..1 p m N m T� r D O = r ) j OT O O S N A L,N N 0 T yO m r N (1 T 6 N � A� T z > n N T Z mr N T O O T y 0 p /ll I! "� ? Z Z Z m > A > p C > N r O r N G` �N�ll fA O 3: n T N m Z m O ( A= m -a � � T rn H H N OO Z 41 > Z rZ Z N r N 1F1 N O 00 O H> me m N i c u L N �o v mDATE: ``��S F. �� TITLE: ^ REVISIONS 10'GLAZED 0/5 DOOR 1 ` ,# WN BY NO. DESCRIPTION gy Dq INSTALLATION& �A ®� D 6RN= s ' -0 GENERAL NOTES F-+ CNK B1C * PREPARED BY: �w �j BUILDING DROPS 0 ®a 127 W.FAIRBANKS AVE.,STE.438 V SCALE' ��r �•pp1E11��,�p�u�pgpxWINTER PARK,FL 32789 N / '�1V N P (407)6446951 F%:(407)M4-2366 L Product Evaluation Report Rule 61G20-3 F.A.C. ( Report No. ACE-2014-102 1 8/12/14 1 Page 1 of 6 Product Manufacturer Product Name, Model, Series and/or Description UNILUX AG Fineline Curtain Wall Industrigebiet,54528 Salmtal Site Specific Project Address: Site Address: Contractor: Moquin Residence Jeff Tyrrell 587 Beach Avenue Coastal Sash&Door Atlantic Beach, Florida 32233 3653 Regent Blvd,Suite 205,Jacksonville, FL 32224 904-333-0530,904-641-0346 office,904-641-0347 fax Code: Current Edition of the Florida Building Code Compliance Method: • 61G20-3.005(1)(a)—Certification Mark or Listing • 61G20-3.005(1)(e) — Rational Analysis of alternate anchoring using "project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code" as allowed under 61G20-3.005(l)(e). Product Testing, Materials and Certification: • National Certified Testing Laboratories Test Report No.NCTL-210-3942-01 and associated laboratory drawings. • Certification by Keystone Certification Inc. • Laminated Glazing Interlayers o DuPont SentryGlas Interlayer: NOA No. 11-0624.02 • Materials o Window Frame Material: specific gravity of 0.50. o Aluminum cladding and other components(6063-T5). Product Installation Instructions: • Drawing No. NL_027,dated 8/3/14,signed and sealed by the undersigned. Engineering Analysis: The following engineering and/or rational analysis/calculations have been performed. • Anchorage has been verified by calculation prepared by the undersigned in accordance with the current edition of the Florida Building Code. • Alternate site specific anchorage based on Appendix A has been verified by calculation prepared by the undersigned in accordance with the current edition of the Florida Building Code. • Window Glazing verified using ASTM E1300-04e1. Performance Testing: • TAS 201-94 • TAS 202-94 • TAS 203-94, Large Missile Impact Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Orlando, FL 32828 robert.amoruso@comcast.net 1 FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 1 8/12/14 1 Page 2 of 6 Limitations Et Conditions of Use: • This product has been evaluated for use inside the HVHZ(High Velocity Hurricane Zone)and is Impact Resistance. • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Overall dimensions and material/grade of main product components,accessories,etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s),size(s),substrate(s), embedment, edge distance,and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. References: • Drawing No. NL_0027, Rev.0,electronically sealed on 8/12/14 by Robert J.Amoruso, P.E. • Product Evaluation Report No.ACE-2014-100, electronically sealed on 8/12/14 by Robert J.Amoruso, P.E. Certificate of Independence per Product Approval Rule 61G20-3.009 Digitally signed by ``��.Q,`1 JF'MES'q Robert J.Amoruso, PTC Product Design Group, LLC and Robert J.Amoruso, P.E. 0�..��cewsF:q0, P.E. does not have,nor will acquire,any financial interest in the Np 49752 fo= DN:cn=Robert J. company manufacturing or distributing product(s)covered €I Iv , ' �° Amoruso,P.E.,o,ou, by this Product Evaluation Report. PTC Product Design o:_ S!A7E of :,mow; email=robert.amor Group, LLC and Robert J.Amoruso,P.E. do not have, nor �;,��<oq,0 :41 use@att.net,c=US will acquire any financial interest in any other entity �.,s„flNn�� Date:2014.08.12 involved in the approval process or testing of the 17:51:11 -04'00' product(s)covered by this Product Evaluation Report. Robert J. Amoruso, P.E. FL P.E. License No. 49752 Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Orlando, FL 32828 robert.amoruso@comcast.net I FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 1 8/12/14 1 Page 3 of 6 APPENDIX A: Site Specific Alternate Anchorage Analysis On the following pages,the site specific anchorage for the head and sill of the UNILUX Fineline Curtain Wall is evaluated. The site specific deviations are addressed below. SILL DETAIL(Page 5): • ITW Advanced Threadform Large Diameter Tapcon anchors where reviewed and found to be acceptable based on ACI 318-08 and ICC-ES ESR-2202 anchor allowable calculated as follows. 0 5/16"TW Advanced Threadform Large Diameter Tapcon Anchor with 1-3/4" Minimum Embedment, Minimum Edge Distance of 1-1/4"and Minimum Spacing of 5",the allowable shear load is 242 lbs. in 2500 psi concrete as compared to an allowable shear load of the approved product anchorage of 232 lbs. in fc' =2500 psi minimum concrete. o Based on sill detail, a total anchor length of 2.75"+1.75"=4.5"or greater is required. o References ■ ICC-ES ESR-2202 http://www.itwredhead.com/pdfs/Red Head approvals/ESR-2202 Oct2013.pdf ■ ACI 318-08 • Elco Ultracon 5/16"Concrete Screws were reviewed and found to be acceptable based on the following. o Based on the Cut Sheet Allowable: ■ At 1-3/4"embedment,the allowable shear loading is 718 lbs.as compared to an allowable shear loading of the approved product anchorage of 232 lbs. in fc'=2500 psi minimum concrete. • See link below for Elco Cut Sheet. • Vultimate=3404 lbs.in 3513 psi concrete. Reduce for 2500 psi as Square Root (2500/3513)x 3404/4=718 lbs. 0 Based on the Miami Dade NOA No. 11-0406.01 ■ At 1-3/4" Minimum Embedment, Minimum Edge Distance of 1-1/4"and Minimum Spacing of 5",the allowable shear load is 330 lbs. in 3515 psi concrete. • See link below for MD NOA. ■ Vallow reduced for 2500 psi concrete is Square Root(2500/3513)x 330=278 lbs.as compared to an allowable shear loading of the approved product anchorage of 232 lbs. in fc'=2500 psi minimum concrete. o Based on sill detail, a total anchor length of 2.75"+1.75"=4.5"or greater is required. o References ■ Elco Cut Sheet http•//www.el coconstruction.com/content/download/785/3765/version/4/file/U ltraco n 5 16 brochure.pdf ■ MD NOA No. 11-0406.01 http•//www miamidade.gov/building/library/productcontrol/noa/11040601.pdf • Installation shall be per the Through-Frame Installation Method shown on Sheet 3 of Drawing No. NL_0027,Rev.0,electronically sealed on 8/12/14 using the two approved anchors above at the minimum embedment, minimum spacing and minimum edge distances shown above.Required spacing of 5/16"anchors are per Sheet 3 of Drawing No. NL_0027, Rev.0. Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Orlando, FL 32828 robe rt.amoruso@comcast.net I FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 1 8/12/14 1 Page 4 of 6 APPENDIX A: Site Specific Alternate Anchorage Analysis HEAD DETAIL(Page 6): The site specific Head installation detail shown on page 6 reverses the location of the installation clip from the front of the curtain wall to the rear as shown below. This change does not result in any deviations in loading of the clip,thus the approved product details remain applicable with the installation clip moved to the location shown below and on page 6. Anchor size,minimum embedment, minimum spacing and minimum edge distances shown for the Clip Installation Method on Sheet 2 of Drawing No.NL_0027, Rev.0,electronically sealed on 8/12/14 remain applicable to this installation. Required clip locations are per Sheet 2 of Drawing No. NL_0027, Rev.0 with one clip on either side of intermediate vertical mullions for a total of two clips;and one clip at the vertical frame component at the frame ends(see below) _5t16'MhL EDGE —CLIP TO WOOD DISTANCE SUBSTRATE SCREWS Reversed Installation Clip -:J8'MINIMUM EMBEDMENT �� INSTALLATION CLIP #10Xt V2' Such 't`---------- wooD scREw1 MEMBRANE .- _... SB(as rcQulred) 1, 1!4'MAX. _SHIM(opl onal) CLIP TO FRAME *In X 1 112' PROFILE SCREWS WOOD SCREW BASE PROFILE TO FRAME PRO-ILE SCREWS r . - , Clip Quantities Illustration I j s i Curtain wall end vertical frame KWWAX � r UNI H N) 9 a+ � �„,„EK� requires one clip. Curtain wall intermediate 'Fnd Ven" ram*I '.. Krterrrrod+a "�° vertical mullion requires two I-or*tV reW' l clips, one on either side of i mullion. 3-I.KY.iNOA ♦ `--L . Cl]1MlRSYTYVI W-- '_RStYYP: I`..."'a%%%o�. u.wo>N ��.a+n*» _ -..a.�+a•:� +ncr eux - Wat 1NO1N �IfELItE CLRIAN Wil L r(,LP/yiKU1Kl1.M1£I1t J M1N744 iPpl KtV111K41•I♦7)'t�KU-. --P'ERIOR WEW Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Orlando, FL 32828 robert.amoruso@comcast.net ► FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 8/12/14 ( Page 5 of 6 APPENDIX A: Site Specific Alternate Anchorage Analysis LUUj w t7 O>-UOf_0 O c~�t S ow of U-O OLL W Fw--=O F- 't �O Co �S ?oJF- 0 0� as t' LL z�wO as �'L a x how Xq x� �a -2�' NRI NU) J� r 4 i � v ' I. I DI __ 1 p ___ _ 1" D � I a I I D � cQQ v � I i 1 v D ____________ V ' 1 I I r la J y3 dW- na w LLJ -k- 3 v o z U N C �r z(G z Q z o z ,s Uo z� oo N h N oC o 0w LU vLU LL UJ T' X ¢w O ¢� ¢ { � O S� U)==LL- OD U)0w V)[L- OQ -�' wi x� wz>- wa Xo wd NCV 55-cc cn fY C'jN 3 1 Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Orlando, FL 32828 robert.amoruso@comcast.net I FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 1 8/12/14 1 Page 6 of 6 APPENDIX A: Site Specific Alternate Anchorage Analysis S s 0 U w LL U w CoU- 0 0 O tJ� yF- a 'w�w U) C3 mLU J LLp o� Y)LU O C) p ZCn� n.M n0 Z2�U � n wag �w wo z�� ci a_ moi- V)>- w�cn p cXv 0Cn a_� ow0 Q U- U _ Z r :5 dr AN EC) ANAti I -- z I C3 0 -- -® 1 0 Q Z:) n 0 � I Q AMMON Q W O w w � LL) O w W W o Emu C7 OnO Q _ U CO U- LLJ -j Z Z O Q OWN �Uj]H �� W <�Z Q CDLLJ>- Z ZO� J �ZH Z 11 Q:�i� a(3) z < l z W w¢�� r LJJ �MEZ3 zw E5m JLU0F-- Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Orlando, FL 32828 robert.amoruso@comcast.net I FBPE FL P.E. No. 49752 (O W V O (II A W N G xU' mfxTlD vv D OODz +D Mc)-1 m 0", <CD wmzwm 0�Ocn m r: 11 Z mmm (JN�mx omco wm z3cz xm�m rrx--ID0 Nx=x D /Z^ mm-A �Ox> gom2 Al m�D1 mDnn DzD�n Nmmno z Cn m m Dom in�D� 1 c K< O z o m O D O z D 11 ZI 0 z i< N r r o O 0; 5 MOM, Pam- w7bm= mo xrn0F -ImxO O2m00 o0oc - D r N lz O p w7 0 z m m AZO mm L1D�=1 Tlm ym z-mzm P. D i mx oDx 30 xminm TO -a-4 mm-Im xMo> o O mcn O mzm= r0 Oz z m3 O- m wSm> Zzm 0r 0 'Ix< px m0Z G)OxD TC) ccU' O o �Om Zc0 zin�x Acn mOmm "15tH -1 Km —7w �_ S m O Z Z A C D D Z 0 o O D m z o Zx M,Z- p Z Z z -<N m q 5j (�31n *m D C O mnn m D� O O C- z m-(,zj D mcA< O OrTl C TmZ C�(m7 W OTS O� zDmcmn m>mz-10 mx�.� mOoc Z 0 m z KIP- pZ= Zm Twoo p�m0 m�pm mZmn O� i z -" x_m G7 m�T�l OZinm x0xn cnmm i _ oG)O C�GAi mmm OD O 0m OO xm mnmC =nD /Z1 `.1��1 p mZi-1 G mmg2 mx (n*mm �� rmD 0=�� \! IV 1 C G)3 w x D O N N = \/ rr' Z 'am r ZDC-x mmm 2Dy0 0 C� /\ u)mm It mom =N ! 0-,z moo mozz RE in O moo o mmz D= ;Q mqz 0-Izn woco T�1I z zco mm y mmm a�D -100x x3 G) O Z2r cnm u)D ^ mm A 0-io z� pzm ma oT<m, mr� D h {3o vz)mQ' m mmm c/) Do mm m aims UJ >z* (n�(n oZ TDm 2oxx o0�j oa� _" �\ mNm z nm mp xc�x m<m occlm pix m ,mx�G) 1 00 m�0 mom oo>->u 1K= 'n m lo pmS ooh mD x�3 zODC x0mZ -rlmm oz CK- M �-4D win -1-0 O D bcn0 �m0 m0 mx< DZ7. mu) Fzm #m o m:z m m v)O Z m 0 U5 m I �v r o m y1 oTz no �cn rA0 'mmm acv r D o 1 ° mn 0Ox N? = o o0 = n Zz G)= xm mo iz0mmm� zip O za mmm x A W N O t0 m V O� fP A W N m -i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m A N O -+ 0 m 2 < X Z< < < < m m 0 r- O p O m 0 Nm m m m m m m -i 0��67 ycDZ mcn 3co DZ >ww 3 A A A - x x m 7J < < z m C N K m Z x Z v) ma x= m Z m qp 7�S N Dc�� A r m 'r 30�mi mm-D O S O C z Z Z z SD> y m mmy0pcn n mD Kr=a O�� -1- nZ ,r m i O O D ti= r O O S = c:^. D�O2 oo DD Ko zx� >2cn zc 0- z 0 r 0 z z z a r z m 0 zm mx O x O S N o 0 0 Z zA. N . z z o mi n �i�<��m� �0�.z0 mmm z o v 0 m y) ~O� , j N m O COQ mzKz ypmmcz m=0 x `t z cn v) a 0z 5 � 5 z z 1 -DO ->> ZDZCTD x mm n n m rn n 5 za _ ) D n fr �Ox�Cmz Omn(nDZ 3mm X z m xr o 0 0 0 o x Z �mmz�xc� mr�mcl0 nmo p m N O O < z z z x x ? v ,.j m"Z = o m 2 0 1 x 1�D `< O O z0 O m 0 5 5 a zj 0 p 0crosz G)Otn_,0 D m.� m D z [z) D z O O O z z W x�p�p Oc�mU)mx U) znD p D n C w i m m vi G) m m m 0 D 00-7m w mTm!�n= 002 j CA 3 m �A02� 7- M S m (n O A x�DTa) vm)��Nrm AOa mOo Twx �Z xD o'00w m0n�0a m0 -4x0zx .DA n N?r ill mcOo A A N �3 0minZO ST x�Zm �D O> G) 0 cnn DZrn00 xOOm�� mz cn Np.-.xC Om O m o o [n X m Z C z x 0m1m Z x x fNilo< 3x=0m <m z>: n0 p _ < m x C`mm O ' A Zmm �mNm m Cx Ccn00 C�2 zmmx O o m o m o 14ver m 3ommm cmnxDmwo mm x0 C m o m r m O mo�N -IOncn D wD smX = ao C) GI v_vA Z xcc�)zz �r oxo m m cTN p >zm�2om Dp wfn C)> m 3' Z m m1m >::E Xo D-I D m N � m fn m Z Cf)(j) Z m m m = xmm,== 3� m�� N Ia �m� m r':: Z = o :3Zo m m m O T o m M m -1 N 0 Z. cn Z O� m vx- x z L1 -4m D =D 2 = z A m m m n m zzcn T. m D C)m v + w -4 �oD� o c o c) z mG)mm T m x c z z�D� 0x 0 1 0cnrrr 0 D �nc mz Z z T mm DOZ n o -!A ::E m�K O M F z x UNILUX AG mw INDUSTRIGEBIET,54528 SALMTAL E3 o ' Z p Z SERIES PINELINE CURTAIN W ALL Zb) p m GENERAL AND INSTALLATION NOTES O a oanvN av: Dare 9 JRM 08103/14 m o m m my:•7 tea: 0 nmww Ho: N 0 `, M, ��,; N C svuE_N.T.S. E NL 0027 m ..f�••.. C . rn aEv: y,N..rir � 0 1 OF 14 REV DESCRIPTION n ; z� /§ p Q P\\/) ® nnzm G ) ` , j ` > � _!* ))/3/ m k ! k g } ) §� 5owcn ( m j m 0 m ))k>) cn § d % § B 2 ( (n ® m ƒ )\\C)\ / / ` 03 � 0rn \§\\@ 0 f --1 f m; o n 00--A - 0 t � �j t ® mm3§j /g . \�2, \ ! t t _ 10 �� ® -0 \ 2 2 0 \ ( § \ ® 0 0 \ ( / 0 0 - 0m ( U) ! / 0 � ) I ; § rr W( g ; @ M\ I \) - ® fE m 03 I/ /\ ! . ; ( � ( _ _ e 2` 22 . %3 / \£ c] !2 ;{ _ #m �2 \\ ` _ 4 / . /k gi 00 f0 7/ \g -� \ { 4m m§ \) ° / \� �j \) )z Cn\� - $ ) ( k In m \ § § \ 2, $ i o ( f m gg o §f (a *2 2( j� 2 `� , p§ §( �) )£ , ,?< 2 cn E m 0 M. ) m ,o\\ Z C w X >0o>m /3 ��m I )\\} m z!m m� : o P� In- 1-:000-0. 2 §% m -°� E \/ k 2 >I— ... 20 ) c s 2 © � 2 �a m g 5: , ,0 um-E�EBIET,_a«LIVImL ' % \co § /§§j§ -r . ) » SERIES c7 CURTAIN_� 3 ! ~ � » ^ .� !§ �6E\ i /\ J _a4 \ �\ ^A§ § r N.T.S. NL_ `G - ^2e, EV DESCRIPT104 =z7 \})/k m m m > , \({ �0ocz@ 2223/ 0 0 d ( « § ((§§� k 0 2 ) o 0 0 z y CD mmmmo § k � m } §§0z ® @ (a = 00 MCA / m § R ) �qE d e k% ))§]\ m mmrmm z §§ ��£Z ` § § . . \0 0 j k \ § ;3 0 > > m }§ � 0 2 m> 2§ �> < , cI 00 jc Km z § ) 24 zom � ee ,mm (m . »m M§ )££ 0 00 _z , Z ° ow- 0 m 00 z§ U) ` f mm \0 (\ �/ § of �_ �? /m )) - z �§ & ) I AN §§ 7 $ �\ k q# ; kR a r k) � > m § $ j§ § \ S( § X 3E ) m � mK M4 �� 0 \§ rn �a j \0 k iR ®> - �■ \ 7 k f2 02 k jIn � W2 Fp( m § � m � UNILLI g •'/* -n§ sm■ �z SALM r , rZ ;N , � E�smm¥CURTAIN WALL 3Fl �G � M2 �_n._A«mR_m! ; |/f§� : • _. !| �&[§ ./ § ± §£ . o4 o ' / %/ S _ - ®s ter3 s e IEV __ _e e N C N `L m y�C mS� 17 — 0Mo $ZtTf y �$ (cr p im 00>po N� ATN Oz7d '=J8xs m0 $� OoxnN Z N^'0 Nr- z o9 zmY7 [y�� 0 1 �` Mme tD l• m �rA op A0Nm zm 0• P M N m m N x x m MIN 0 f� a M ZaZi r2u m Ig -N :Lo� m? T M 84 mo 20 x wmD A Z ONo yp� Ox CD m Z D D r C6SATN m m A yyyD o�� r a 19 $ \ N' mo y o \ \ M cry �� \ �� x oN Sn vo OZ m A m m m0 o�w �'° mm N m A Z m Itj A m $ m �— m 2 ox rz ril m; S �0 Nma 00` i CCC y A A O 9 �Cy Q f M v F >zC) z T� M N 0 N a A y A a� f3 x 0 ca N m 3' AJJ[[ mm Np m ; w Ase m` mm m ZZ O m f m' I A AO m m Z D O D T A N M �i'� A 10 TZ IVxy m: / / `\\\ \ 0o M r g V1� m0z II.•�,. ON NO _ 'lam p c A ym �Q m .101 r >` =D xor Nti Z A M A�O _ G�r%� m tm"Z 0+' 'o t�n3p (il m yin �m� zz m0 ; C y C, 8 rr,7�C O M" N m OFm mm L. mfm0 z v� A�mj ZDZD RJB =a Oi�^ m� v� Nm3 yD' M; o� o 0 M o UNILUX AG C d u'••• F9�� A ��0� Rpe p� m Z n INDUSTRIGEBIET,54528 SALINTAL $ m v A SERIES FINELINE CURTAIN WALL 3 m p z m swio a�;': m` VERTICAL INSTALLATION-WOOD FRAME 3 _�" A m ,p m:m� Z D DRAWN BY: DPTE 'c �DAD� :w�'t N ; �O JRM 08!03/74 �J scw a DRA.�cNa 0 m '•2:,.;S •;DO`S N C N.T.S. NL 0021 m ��i�`cE'q••.05�,� N to RP/: se-r: 0 OF 14 rEV, DESCRIPTION DATE BY N 3 N n m m m m N V OZp NSW mm� m mm Nj z -4 �O y mb 0 a N m n m n ]�j m c1 n g zo $ 5 AA n mm 2 $2 Z v+m oz ° 6 p� nCrJ �0 ON m qpo MA mto A. giS a ;.°. ° 3 • d p s rA K m g Z n pLm _ m Z N S N mm ' n Nm xr o m m Z� m � D N N O � n- N N ; A 7 ; A W T A 1 m T'm A Z D m m O 5 O Z o O (l Z v Z V1 \\\ \\ \\ \\ �p a n A �m \\ m N\ \ m� N Z o xR A mAm Aya�� r Qc �4 fQo m� �m vX `+x f!rJL�i� mz. r s pn� 2Dm A� • 3Z Nm� ; rAZ� � y 9 m Mu O Dw a O� AX -m Lm] 1p A rn D DDZ m m I• t- m Z Z _� ; m" o o O m Ao S? m Am �> Nj N W r m m Mvs m� my On 00 A 2'b Nm Cl7 m rA O X Iyl I Nm A�vai <p ms F�v �u i i� '� y�.� �N Oo jN NmO Oo N me Q Q A l r y 00� Z) T S x I. ,m 0 M n'^ �� 5A 0� O 9m A^ 50 lo rm �po m 0Zp mO r X N? Mm {_? a N Nm K m L�j m m fi � m N m0� o; x ma� N= n01 4? �y m m mm7yc m p( a () M> -N Z m D Z m V y A N m �° Calc Nm0 x C m m > <� Vi 42iN Nim 0� 00 >- Sx >N me N 0, r� Nm �� Nm00 �0 Q � m Vp Z N90 GJ o p�� T N a N m m pL�j _ N = mz T mm Mw N mm o �mm =3 a m m HLn F m Z m�7i` sc�Z cv m m T r m p N 5 mmo \ ra- N N N y ^ m a y N m AA N o N c r TTIN SX ra,N �f1 V rJ m 3 mp 0� m me r-! C � '0 Nm0 A^Z. p�p� .M ;o Z N �� m 0m nT df� ?SAoN N r �2 X08"3 m� aTZ� m �— ~ 11 i1 =ZrtA�P °A, O z mm m02o m°S° NA mm ODo� mmm RrLJ M m O O u Om m �z A UNILUX AG o A c '9oBF9 m INDUSTRIGESIET,54528 SALMTAL 5` o z Z ZO o Win:^� o m SERIES FINELINE CURTAIN WALL 3 0 m„ .0 > _ n:>% VERTICAL INSTALLATION-METAL STRUCTURE bl 0 N y •;= L =a`;s 0 m v m:m y pawNer: ons: O r o g; ; JRM 08/03114 m "'��+')1""'.:.;: t��p 0 scuE: aww►c Ra N N o '.��y ;s :�a°��` N C N.T.S. NL 0027 0 �r sir 6OF 14 DESCRIPTION DATE By 2\/ {/ \, § �) � � - • z � �)>Sz 0- A)M ° $ �2 z� ma; \/} �m w ` )) >M q §( ]/ ;4; §( 2f| §} .: qc g2 .= 22m y 2 . , . !» > § kk § �� §d �\ 7m /§ « a g qm M !® , ; . @ >CD ; 22 m§ §1 k zx / 4 k m §§ � ) -1-.1 R �7 o 00�-0 2 \k ( / § ) §§ ( § , § ¢ zzz § w A 00m22)� ƒ? a ? A2 �8 > o$ r §° °k � g3( k \ �k £ 2q qeS !/ {/ /� \ ^^ � q q ]< § S Sot ` �\ \ / j m z § .s§ > o 0 0 2 m� 2 � z 2 §�K �)■ / >pmo a §k� - \ ( § z (% U) e 33� onm :E 2^ ~ : z 2 ~x 7} og } mz \\~ Sk t � m : x ; § ,: zk v V 0 o k� \� 0§ m c. UNI ry%'o wnE_ EaALma ° kk §# \, §§ ' s�emmNEa��WALL) %$§mS =\ eRTI amo�INSTALLATION-mSO�� AR �tI; §> _. _ 08103114�i \ o %k§ k e NE —NImz in . ' _ �q _ 7 «14 1 REM DESCRIPTION mr I Byl coo $ o2z (§) o \9\� - N jk §o S / § a ~ A 2� > \� § ■2 �9 � »- 2m - §§) z 2 !® § ` m � Gi m Oct ¢ 0( a 9 mem �0> x \ z m z C) ~~~w §§ ) §2 kk (> ~�®~ m §rA ~ ~ / um rA rn j \ � ^ \ \ `( rn lrmrl ti ! §2 »{ 2 mr 2 _( m coo ¢ �§ §§ /§K $2 mj{ ® ~~ ~ §} - m� K �i�, )\ §� xx { . )2 \ � k § - - § �(22k k; zk� \\ , gUNILUXAam �( _aroz«�aL �§ »�9mm«me__E § /\zMW -, ;! HORIZONTAL INSTALLATION ; o,97// /$` > , m K \per/ £ . ' 08103114 i/0. (ma y §§ Na —` NL 0027 % .. � ~@ © 8 «, ___ DATe I Al V W W V p d W m O C T N T Is1�p�� O Z y 0-4 A C Z y r^ N N N z Va F+'�I..e • N N zr0 z V V /Jl✓J O � N Ln-21 Q V 0 N N A tT xzz( N y a o z 7 � N v OY Com] Wj W N N m W N O O..miY r/1 trIr, Q r" zUNILLIXAG 0 IA W o A C `.��j0,•.....,HpBF,� Om INDUSTRIGEBIET,54528 SALMTAL 3 ?o o m v Q�>s > = sn m A VER ERCASIES CROSS S CU IONFINELINE S WALL 3 JRM 06!03/14 MO W MITI (P:)m `h;�q. •'r0�d w C N.T.S. NL 0027 ••' �, NO RE' SNEET: 9 OF 14 DLSCNwr ION DATE e � v n G • • • • C / • • • • 1 • • • • / 5 1��My ZP.�y OI•�z ap 00<A N \ O .^ m OO J NSI D m� bar r � m n Z r \ \ V A T N m o x Q 0 o Tf O N 5 -� O s1►� .. N qNz N z a a rZzyrrA m �nZ� D m m >�n N \ �• o �� r; ` z ` m S m m m o _y PC N iu m 9�I1 ;D r � H \\ v O IJ r co C C O A S m m Z p k 7 QV c1 Z 5 co N m m A a o A c ....t.I Qk!� -n 0 INDUSTRIGEBIET,54528 SALMTAL oaf Z, 3 a Z Z m O c,: ,i o�;�� m A SERIES FINELINE CURTAIN WALL bD HORIZONTAL CROSS SECTION&GLAZING 08/ »� O O S N m 'v D DMwp BY: ooTE rT-m 5 S.e�:fl w: JRM 03114 0 w ;p failj`a: m scwLe awww raa N o :'y . ....•S�a°r' N r- N.T.S. NL 0027 0 snE�. 10 OF 14 DESCRIPTION DATE BY u N v D U O 01 N AZ7 O \\\ 00 O O \ O O I O D O EA m _ � o N U A • O� N O- O m O p \ o� O I O \ \ O N O O \ m l o N OV O � \ O N \ f m \ O W O O \\ o 0 D 1 0 C 0 O N \\ j p� Gp 1-0 \ \ T SOX N O 0p� Z� NT \ N (I� N 1 WN O itO 0 \ to s _..1 N C �I K o m o p� \ Z x K c 4 D _ W O 1 2- c W C U O i IO \ O N o \ O w \ A O \ A \\ \ O D U N W- l Z OtST o m OO�p m N I O O o w mN� wo rNn o m- o c �r;r D 'L W Um UCM0 0 z O Z C�l AO O O � V � N U Q c O W ''L A m W W W W W W N N N N N N N N A W N O IO W O! W NW W W J O W J O (P A W N O Z7 A m m pTp 1 D 0 D tDo DOm m m m m m m m m m m Trnn VA (JAA (T A D D z Z D O O V CO 1 O O O N N p Z0 OOOOtOOOOpOOoO N1W OO � O1 O O O N W W ra UO pN N 0 O O I I i D 1 N W N I w OD D 00 to 3 W T 77LcC O O U D D A .D nr n O O O O A �1 '•1 A�A �t �I �1 O 0 rOr Z m �1 S r r O O D Z Z Z V! D D 5 D D 3 D D Oo N u! -Z( y O 3 ; N S 2 0 0 Z O O O m m 3 m N C m r r 0 m m m -� m m m K O 0 y O v G1 O O 0 - m m m m m m X Z Z A m Z Z 3 m r -4 -4 X X X r D D L7 Z Z L7 Z Z Z V! 0 V) m L7 O O X O O N O O y L7 G7 G) r O 0 O O D O x -•� N O A AO O O 0 A J A O O m D D Z Of Of 01 r m ITl O z O m O Om Z Z 2 V) O ; Z u! , m O O O D O r Z r S r z z m z -i 1 rn rn rn f f i f m r m vm m m (� a O m O m m w w w N O O O f O m O N 0 N m m m t*I r 2 m r c c 'V Z z I I I m O O F O f O O � Z D c7 -a -� y C Z N ut 2 2 2 m m C C m m C - - 3 0 0 O O O O O C r O 0 0O A O O r ; O 0 0 0 - m m m W .Z1 A O (P N 0 W O O 0 C O O m C p O 2 z z Z m m N m m m m - W 0 0 0 O 0 O T ��***777 O 0 - (7 O � 0 O N ; K .'O '� .Zl .RI r m C C C D N N L7 [ll O O N z !� C O r C 0 O ZO r r - VI (n m -u V Vy�l m 3 O O O O D !'T u r G7 v U z (� v O O 0 Z z z 3 O 0 r y I N U V) W C r 3 ; n c' s 0 c N O p Y "T 0) c) J M3 w Z 3 mmmc O D m m U Z- Z � O O O O W W O G C 0L7 O c c v 0 O O 0 I �_ 'rl ,ZI X IZcl C N 00 OZ O m r- O w rn ?1 m rl -� w frm m m m M I m *1 A M M r w ('n CC C C A C C C N C C C C C C C C C C C C C C C C C C C C C c C C C C Z Z Z Z mo '� 3 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z C r r r r 00 00 C C C C C C C c= = y r r r r r r r r r r r P r r r r r r r r r r r= D C C C C z Z D D D 0 C C C C C C C C c C C C C C C C C C O X X X X N y y Z X X X X X X X X X X X X X X X X X X X X X X X X X X ...� m m m G X m .S UNILUXAG o c a *•q�B1c4�� 00o INDUSTRIGEBIET,54528 SALMTAL n z� m o m z O N ��'`�w _�9�� X SERIES FINELINE CURTAIN WALL 3 m v o B.O.M.&COMPONENTS P. 3T C z:-= 0 D DMWN BY; DATE'. A �r.fl a �.,= A 3 JRM 08r03�'t» m o w 00;a m �:�. m scue. wuwwc Ncr. m Oi�'• ',��` tVi�C N.7.S. NL 0027 m �i�� N v' —El: 11 OF 14 RF\ DESCRIPTION DATE BY O O O O V (J D -� O O O O O O - C P A_ o Z- O a z O O O O 0 00 R O O 0 O O rn 0 o O o oO " O f LO cn p 1 0 0 0 0 o q Lp O Q+ m O `fi m o my o O _ O O D O v r W A T ➢ o__ C D_ m 3 w O < M . z �: w a D m_A C � I ; m S f _S - Q' 0 A W �r o o o- 0 o O O O V A r 3o n 1 � ;O Om � N Da p O O�p A O ' m c: R �o 0 O U- O f'� O� m m O N ON Fl y D N o 0 I V O O m C of L>, m D m� Ioz F►Z 3 omo R on R oz o A� O I Orn KID mm O O D A �= 4 rn o� Cr) 0D D O J o o Z o O T CC) D DD x 3 A F d CI Z f v `Dn o p A m A O UNILUX AG A Z, ,�y��0 .!�9pB�9UP INDUSTRIGEBIET,54528 SALMTAL o z o N ��'� r ��L SERIES FINELINE CURTAIN WALL 3 o Z COMPONENTS N3 O _ y`:D m ro "': _ Z y oruwN ev: Dare "� r� 'r�� a,;a` a� JRM 08/03114 ow m m y^7 -+�. co O sone —,mw er r C N.T.S. NL 0077 m i�I'EFAI;,Og�p N REv: sr,EFr: 12 OF 14 RE DESCRIPTION DATE B N NN N N N N N V V - J 01 (T A W N O <0 W V m (P A W N O W m D Q� CP A W N N N N (A W W W N N W W f N 0 M N W W N 01 V U 0 W U O W W N W N N W N N N O O O (0 O A V O V N (P -4 j M J O (r m N m N N O W m m rn y A (r 10 O N O1 UI T T (n J O j N A W N V Ut N J Q O O W �J X J W W O W O W V 0 0 O N W (P O V N O N N CP O W O W OM W (n O W V \ \ O W A W V W ? pp N Z O 0 WO O W 0) W NW N M Ln 0 V W V D r n v n D m y c c n n p c) A x cn n n z m o L7 O m N U) T7 X m Z (n Z1 r '� p m Z O � > D O O p Z Z O S = m m Z 07 C D { Z7 TJ -1 m m < -mi r r A to O D O O m m m o n n m m r m C) n W r -� Z Z Z7 -a O 'a n n D O D { O Z Q { Z p A G) r rn D D m A O m Z O n n m N A p - C O Z ( < 0 -4 m OG C m m r (mn S ? N O m Z A D OZ � A A A WO 2 0 0 2 A ;7 D In m 2 < O O � -u A m m m G) � = n m D -0 Z NO r m O O n a n Z :U D m 2 '� D Z z m x z O 3 C C C C C C C C C C C C C C C C C Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z '0 x0 0 0 x '0 '0 '0 0 0 C O O O O O O O O O O O �t r r r r r C C C C C C C C C C C c C C C C C O O O (� x x X X X X X X X X X X X X X X X O O O O O O O Oc C m m A •+� i 6 I 0- 0- 57 Ff ��n�•��nn�y x UNILUXAG o 0c INDUSTRIGEBIET,54528 SALMTAL Q 0 o w rr1j N _2n��•� Y- =o9•i,; - m o vZ ZO ; m� SERIES FINELINE CURTAIN aWALL TILT-N-TURN HARDWARE DETAILS Z3 —.N6Y:Oy JRM 0 &03/14 ADm Sue owvnn No: p �`•i F, ,.�y` N C N.T.S. NL 0027 Y 0 aev. sNeee 13 OF 14 RE DESCRIPTION DATE B t0 OB V rn U A D W D N O O N m D O! U A W N < N U U U U (Y U U U N I I I I I I m m rn rn m rn N N 0 I I I I I v I I I U !o co O10 O I p O O O I I A rn \ \ \ 1 U \ \ \ U I 1 Z U U U U U U O rn_ m m rn m rn N N tp c0 10 [p O O v :O W OB O 0 A A Z Z Z O] < Z7 D D m m C O X Z Z m Z m x A > O N { D Z cm7 ~ Z D O m G7 r GJ A > D m m O W W m m D O m O (u D x x r A A m > Ul V3 D A M r :17 :U Z O Z O = Z A x 2 Z Z A Z m A D O D �J D Z m G7 m Z Z O G7 m m n A A Z Z m O O O -Oi O mco N < 0 0, 0 *m � �m w m m m i f O A > `C f U < O � a m F {/� m m I m x Z m m A m w Z Z x x O 10 S m m m � Z Z � I U � m m rn0 0 O O W O m tQ r D m W C) W Z W p W 1n C) M D C C C C C C C C C C C AA 0 0 A A .ou 0 A A Z Z Z Z Z Z Z Z Z Z Z Z O O O O O O O O O O OCi C r r r C C C C r r r a 0 8 8 0, 0, 0 0 O 0 D C C C C C C C C C C C O O O O O O O O O O O O X X X X X X X X X X X c: C M m c..w r� tw r - z r� z _ i - - r; - y UNILUX AG o A C �Odd m INDUSTRIGEBIET,54528 SALMTAL m Z �?'�,m a 9j4�' :0;o - SERIES FINELINE CURTAIN WALL N oN v r yw O.o : JUMBO LINE DOOR HARDWARE DETAILS O ` `, D DRAWN BY: JRM 09103114 :ow �m Z� j)" : mO sae ow RC Ra A .. a0•`` uri C N.T.S. NL 0027 0 14 OF 14 RL4 DESCRIPTION DAZE , o mm��mZ ytin£z `o mT3 v,-voo �n0 izmi Ny>yz NKi z a �m1 mAvyy y�yp Oo� -Z2 iz; A zmA rye nT"1 Oz0<n yzm a n00 xn�m n >^' xD nx z,,,n D2 m-- m3?A� yrn r y D-z ip Ago OOpvv zcZ> D rp Op "m z m m,zn 3�uz+ � Z D >D SO nD cc G� a 9o�rzo a� NZ'o SzAz- 5�3m zz c,ymcAomzti xxxnti pmtip o,•ti D_� >�A?n ko> A=�=m n nz „zF- �.,ep o,n000 ooh Aso zPK zz <5 �,T„S ➢ p �Nsmv ic9 xn z off, nm3 mz 3m,nA ^n>'m>p D w3 zy mmz z oot �p o .�:�3 z `^> D,,, �n '^o v_vm pyo o _ nycKo m_ f5 nv c3- sn z'X>nz once =a`^czi zzp =c>oz enz c n�o�a az zy i on- EK nx cxDZx m3xA aox gom 3��ny 3m- �'m3n xmmA> o m zCOA_c m y D-CO rT00 z z0 Z'^OO x Z.zy z v> o AmCtn n fnfyzDa rA 1 ~mN C� ,n m vZiao ymp AD_Xm pZD fZ1 vZj >D n z3T y -ixmn cm'^ S�> yn omc z nK> omrx> z5 v�iAAO D "^' yN zT >v,Z zz >c O yz< cm cx ny O„ y> A�mmrD- mOOm y0 00 Zm,nmx Oyp mT3- mAmps G A y m y x n G m z C�`+ Z y A Z oczmn3n >� =cAr nT�v �?� r� oz�>m o�a v"D1 z^ Fmp �n N=AZ o G,�, go_m o0 30 �m 'nuc poy oo,c- xo=mz on a $ er zz m-1p ➢n my -on va om K s Z s<� i A 3 i n n o v y x'zi A y �?z ci i m s y c c-7�n m z p � v y> m a n z y OT m 0 m m s m 02. D x O n D-Z u n 'm c C z z c O p a v p 33Nnv0 O OAO� moo pAn Cm nNy�Z z SvZi E; Cy D mZN oc yyzz3= ��zr>n os� mD o� °A?oma' mz� �nA m�ox vv i �Ov,�OT zp nay v� >m O,O„ N o nn 3 i0 D O x< O C zD pti $� 3 MLm m cD Air �� ,o.,�x> v -�G= 3zz cm n v y n o z v z > D m 00 n c m r o 0-, x ,n3 00 > On >z y A z OA m n .z, m D m < zm Am m �r nv n m n c ncy >m " ZD x O yY zx 3ZoZ :;Zx aONOT s-1 O"on vD m T 3 i m ip ;-DiO�m��,�vzi r�„z�Oo ticLZim pp zocD 1 Y m m in D O D W> v C_ >p Z p z'O A m Z 9 m C y p m C C y c a H O m y m 2 O c m O r y C O z z 1 k O D r p m Z m a n C v ppO n A N O Z N y m O m N 8a (j mCm n `gym n AO r Z yO n vin n=9NO x 0 Z�0 >n� y z Z`tcxm-r O o-- Oma<Z`�' nno om0i y' ion em,-y'i„�on, N,yx,mai �A-:H1z nonz nv > uaom yA(p(''�� nAm�~?(��F ncz�c p0'v 3oz . . .Q`—T�cm Llm O m [n y �-CC SSC D DAm Non N O yy y Zm�- 5� _ p - yDmC C C Z Z> �y v>i v>>on z N z C N D N m m Q 2 r'•-1 N D emi .H m C Z 0 m m y' - zo > pc A� z >2'nA 5Az N,= v-y m Tc cNVOn=v 0o x mno '-°y ?oc'�c.zm zo��,as o�oo3c a D D O= � y q_3 n>.>O I D D m O C z >nm �u, 3y ,nmSom Isco (pm�=an c$v 3 < vmn >z 9 r�mz�.znm =�p> ON D O�.i n n,mc �� vAzi�zoP `a Boz '^czim Dzn zNzv mr Z A A O x p n m a>m O=o m D m v z -.>nvi S 9_ z <ncsTa ommv vo nv n N o0 0 00 C > + N i p Q\ v m A m (Jt y O oAo � m a v � N 0 0 m Z O O G N N — N b 3 3 T z 4-0 N 0 m O oo p 6 m NA m O = Z r F m .1- co OT 0 3 (D A Z N p N A (l .'� N 0. T m N n Z O O o p C5 pZ v m p A 3- QZ Z Z Z v Z N y m P m N G n m H � O Z Z � � z' = Z rn 41 m m N JN m N m [ vD v N Z y �o N cl o _ cl DATE .`\\\��S F. O''��i REVISIONS OTITLE GLAZED 0/5 DOOR m n 12.9.11 �� INSTALLa7iON 6 N # DWN BY S� %�O ' NO. DESCRIPTION BY DATE GENERAL NOTES ®� F-+ GRN_*`f 7 -* PREPARED BY: CHK 81C D T T � BUILDING DROPS - ®W n O HN �� - .>r'E w` 127 W.FAIRBANKS AVE.,STE.438 ®�) Ji-J , ,�.i' x WINTER PARK,FL 32789 !—® SCALE' i �(l��—e��ypan[/}q��+9 NTS v�Y1.CEfQ�'pg,W/{�..`� \� � PH'.(407;6946957 F%:(9071694-2366 W 3 N m x N V>� O�p 3 m om3o �-4=Xp am A O O �— N m X C7X wa i Z X n = \\ n 'X wOy�_ O _ Z r Q T _ _____ ____ ______ ____________ - 2 X C _ m m m C 3 ----- G7 < 70 -4xD ➢, o3p v r D D = x N ID � mZ m - - o Z � mQTA m C a m CA 3 Ao =� m>� C7 p CZ D v N z m ��rm-x Om m ZA C7 9:-4Qoa �o �3 Z3 M,x Q ` 3 }jTx •z 1� D \ O rn xYl - o• _ m _ rn 1 ------------------------ 0 ______________O - � x = mo mo C7 _�� p -11 M3 mx m X X �m OC A �T p O A O v3 m F D n e F (n = v DATE ��`0ES F./y0 REVISIONS OE GLAZED 0/5 DOOR m � 12 09. 11 ��: F 1 ELEVATION$ 1 ` ,14 DWN BY `Z :O NO. DESCRIPTION BY DATE ANCHOR LAYOUT log N GRN / •. * PREPARED BY Elam go CHK 8Y. TA. OF a G BUILDING DROPS �} O HN �, AOS ,.,�..,�m:R •y (U� 127 W.FAIRBANKS AVE.,aVE.,STE.438 J SCALE: '��' :��8i �� WINTER PARK,FL 32777 89 NTS u`QeN��,�g51 PH (1C7)6146957 FX:(107)6142366 0 Z = _q3 3 =Z �^' wm mm mx.. j-( Om O HP 'I f C <3 j m �"'�' N m C7-j Z 1N O A Op SAO X m�c1 A �Z m m x (% m m m m p p 7 c A(c- m A� mZ 7071 pr x r x ra mpm� w� Oo� ZAA m o< o7S m 0 � m m <pc0 <Oy L� S� �p �c1 um m K 00 T0 O m� t oZZ n m "m C mp'-i TZ(n (n m pp HN HN T� ((A S((A1 U, Z 0 Z L�Z . G Gl A WD z o < �, z = O M N., O _ O m �n a -{ Zaa Sp00 m D pzz z D y y m m A N N \ A V N p OD lT m 1., -� 0 z Z j Z z m (� P S tz O3A DC7 N p p v iA m N as _ ZZ �N JCl mx 3r m Z a m o �iH 3� 33 mT amz i c Z C7 3 3 Iz0 Z m z z F, ofA m1: a Z op�� m Op n r r r h cl 3 0 H H m � ro m m 2 4l p mN C A m (n �Zr H x >c= m m am ZOr�-(Z 3 <,m 't p�0 <Owc3 ppoc N.�„ m �m 0p C) C) Opm0a m O r r= D m x m =Z-'i v � G -(NO m 0 H O-Z A p �� m Oi fpl TC Imo('-'i+mC mn�i mmZ m mr T M-) a A rpt 2 a fpJ , N SN S u z"" �n� �mF�-i-i �.NZ-( O mcc 7o ZZN Z'Z i m m N r N ? o A I\\\ oz ^� -----� v A Z W a - Cl c;A Y of o m N m T -4 n� a m c'uii Z Z# D10.1 m _>` i \ p\iol O nNi A>1 O r g rn rn m c >o o nm n O Ho - Z� cl >zz�aimO A(A zZm D pmapr� v0 r S C7 rn (v Z m�xmy pN pc Z "( c' 1:a 4\0vnmmc' mA p Z 3 0 C7 H p >x h z a 0, N c W(AZ m N Z Z p mm m (^A �^pm(�n Op m.-. o', or mN pa �m o3 n o p 3 O m nT m ZZ o � m v DATE `��` 7��i REVISIONS OTITLE GLAZED 015 DOOR m12.09.11 5 F.710 � r1 VERTICAL SECTIONS ®� DWN BY• Zai' �O NO. DESCRIPTION BY DATE 6 GLAZING DETAIL m W D GRN. z; 7 i PREPARED BY: m ®� CHK Bt T T BUILDING DROPS a> HN '; r.c W 127 W.FP.IRBANKS AVE..STE.438 WINTER PARK,FL 32789 v /^ SCALE: care a�� 4 _ PH'.(4C7)6"6957 F%:(W7)64a?366 V V! NTS "�5f��jgC llllflS n O Z h m O p m a m 0 w X H P O Z Z - �p �[D r '� m m,.. Op 00 Opm O r� N m.p a r kA AD '�^ mpcHn v� pQm v DOO a13-e mZ H (A= V17< (PX Z N wZZ Z Z Z' 1 1 p _ m-44 m A r N A n m 0 m m m Z mN D N n N r m m 3? 3r. n X Z OD m. A D O < z m m T N O A N V — � C\ N a N N X A rn N Z Z p m D Z x O H m 0 > D rH-rN+ G7 O iv m AXi u O <O H•+m H V p O W A Q O pp 2 N O N A = N ... z O D N r W A X O n m f Vf �m o m o ` S N Z Sm mn mi 0 n A m H m C X X �D w 0 Z# o o\Z Z arc O 0�0 Z O Z ANN-1mA _.�. o`� 'io � -1p a' >> 3 S mm =m fr-Q z5 Z 4p1 (pA� mj N M HN m cn O H anc�D m > Zrn UA vZ CA > oZ Z Z D O N G 7O N X = v DATE: `%% S F N ,i,� TITLE m 12.09.11 �` t1� O �, REVISIONS 10'GLAZED 0/5 DOOR U m^ 'n ` Q- r"••--•'�• cF HORIZONTAL SECTIONS DWN BY rtv;:. i�0 ' NO. DESCRIPTION BY DATE 62 ®� GRN_* ;% 7_ i * PREPARED BY: ®� O CHK 81C z1 STAT OK BUILDING DROPS HN127•�� W.FAIRBANKS AVE.,STE.438 w 1—i o�\• ,'� WINTER PARK,FL 32789 �® J SCALE ,i('C`' p,��a�'a�RpR•wL NTS 1 '�y� j "'-7� •v�y Hf_ \` 1H.140T)644-011 FX:(907)h44-2366 B R o o { O o r+ O O c�T _1, I T U1C y?� Op Dp a Oa c Or Om u1m o �T o al^ w HH Zm = w E � it <➢ op �O <r m� P p m w 20 H rn 4 H T ➢ m o m W Z r w m m m � � w L7-1 �I v rZ +� -N-{1N a➢ ➢tel 1 0 N 1;7 N =N =m 1 3:m0 0 p m oo �—I o Or H� 0 O I ➢7➢C S Do -^' cz o w H 717 m C? S O r 0 717 H J- N N lAO 0 0 0 w a 1 yr �o OCH L r ➢Z cp r-Z ➢ S I m o N pm 14 f) Z= 0 Z ➢ c0 N o 0 co a� V ZI N 3-r ➢ ZW S �� v o N �m O o —►I C7 w G H o r p O r ao m N I 0 r �m �r ➢➢ xZ O➢ ® 0) Or C7v Oc" v, va o ➢N Z� o crit ZZ a� me oo .<a —I 8 I— '<m - <m w >3. p c Z� m c= �m = r v uui In v DATES �.� S F.N �� ry TITLE= �. o REVISIONS lo'GLAZED 0/5 DOOR m 12.09.11 ;��r,.•"" "^ FP�� COMPONENTS '1 tkDWN BY r: .0 O. DESCRIPTION BY DATE ®luma D GRN 7 ";* PREPARED BY m CJl * . CHK BY Tf{T BUILDING DROPS T HN O ;;�, c O.c. 127 W.FAIRBANKS AVE.,STE.438 U 1 (31WINTER PARK,FL 32789 SCALE ii PH (407)644-ess7 FX: 407'6"-23M 8 W NTS i� �� i SIPS Team USA*FSO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM form t � SPECIFICATIONS FOR 1NIFJD ANALYSIS nQ I�1PH 1�EL MCITY a U�o t Baud on;:dl;�ulaticar faar FOC 20G,ASCE -'D. s-st anis niriti yLisl . C:..7 eC p W U UQ0 q Job Nan1eWL--*-4liun: mayuin O � 2 Rukiidorit� Date: ��;i'�01s W pp U SEs,' I ecu:I7 A;cnuc Proj cC>*: .3 8C 00"S �... ,. Atlant it Beach: FL � � Clic nt SIPS Team LSA Lct'Slcck: 0 ai H R CRITERIA Q W l i'IhIdLQ�tD DESIGN I F lA- PER BOE 7-1 b MWFRS NET DESIGN PRESSURES Co. YdirrJ DirecliGnatllu Facicr. K,_(Talatr�28.0-') G.85 Net design wall pre5aum Z�y� �f587 Q �� Ttanta,jrephic,F3rtrr; K,, tTflt�e 2A.6-11? 1.o Not tiraHLmAal lurce ari pipjacdad rr.I arca 0.G0 Wal' Beach v Oust E lrr cl Faclur. G C.85 Net iiinlift fc rre ryi f!rojt to i rr n'amn -.4".L9 4 gt a li-denvil P(e.ssme ,:rWirim t, Cjrp(Table 2F:.11-1) +,L r;.1f. Atlantic � plority Piessme Expmure Gree fident, K f'TMI:�y';.t; Beach , FL 32233 'clocixy Prosure q__ C,1C2v61Knk„1+'' 3.91 If ASD r.Jind S pnpd� -r+ mph for COMPONENT& CLADDING1itM_IND Cd9c,Distanoc ts�•t� PRESSURES -LRFQ Windows& Doors-ASa ■ ■ ■ Zone !1_. Gcrtcral Rncasures Ch+crhaN 0 21.' - OrWincj fS") Vifind Pfegsrirns 0-20 Anne rie Kirk uin 7 -77.7 -T3.3 _ a � z O E „ 1Car F.7 =711.2 -�, � U�o � CONSULTING; � � .��•� ; 7�e � � A ENGINEERS INC. ____ _ _ W '� '�""""' O 0 34901 Mettitt Hurst Road 1CaG F.7 �fi.23�.1 U ;a 17-63.z TaaMsseee..ff323 12 b .0 297:OhW ta1.0697-- Xm an CY 21 44.:> -f'4.7 U MAMMAS, P.E. E.0 49090 DR DEX 001 Notes 002 Lifting Guidelines 101 2nd Floor Wall Panel Locations Lou Ponti o & AssociatesInc. 102 3rd Floor Wall Panel Locations g Consulting 5trufturol,Engineers 0 NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED 201 Elevations 13 REJECTED-SEE REMARKS C] REVISE &RESUBMIT 202 Elevations i Review is for the limited purpose of checking for conformance with the deS4n concept and the information expressed In the contract documents. No approval is implied for the accuracy o. 301 Roof Suppert Layout completeness of details, quantities, dimensions, weights or gps,faothoceessl ' anofm �, 302 Roof Plan Viewco onf e aoif ads aorsafety precautions,all of which arewith me sole resoonsbty of the FOR: carttroctor.The Contractor is responslble for dimensions to t* 401 conrirmed and correlated at the site. Review of a specific item Garage Wall/Roof Plan view shall not Include a review of the entire assembry of which the 402 Garage Elevations O item is a component.Review of resubmission will cover� designarted changes on the submittal and Omar Ct�nges C1 Ctearh+ WIND LAD Identified by the Cantracbr• 501 Section View By: PoNt160i P.S. ate: 16. 502 Section View 140 MPH � Rex,cwc-d -f�r aesl9n 503 Section View CX i Berl a o.n a �UI`ra j C'mforMa.nce , See sn.o Team504 Section View USA �� na145 505 Section View SNOW LOAD ��0.�� ;� 506 Section View resp n si 0�1 i-H65 -Ro f- L Structural Insulated Panels for Residential and Commercial Buildings S�ps 507 Section View 221 2nd Ramp, Bainbridge, Georgia 39817 Phone: 508 Section View -----•----_ 9 g (229) 246-8880 P.O. Box 7085 Bainbridge, Georgia 39818 www.sipsteamusa.com 601 Details WALL THICKNESS ROOF THICKNESS Aloft, ■ 612 Details 8-1 /4" 8-1 /4"/1 - " rlOn : - PERMIT SET t-or Construction 0 1 /4Not Construction SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engi ;u, GENERAL NOTES: SYMBOL TRANSLATION: NOTES TO CONTRACTOR: CONSULTING 1. All SIPS Panels are designed and constructed in F = Full-Route Foam is set back 1-5/8" ENGINEERS INC. accordance with IRC 2009 1. All wall panels are drawn as viewed from the outside. SIPS Team USA WItU n L s CML eNaMa Stamp is on outside face. 2F = Double Full-Route Foam is set back 3-1/4" 33494 MattM Hurst Road 2. Refer to wall layout drawings for wall panel size TaWwsoftFL U312 2. All roof panels are drawn as viewed from outside. SIPS Team USA H = Half-Route Foam is set back 3/4" Pte' •29?•� 3. Refer to sheet roof layout drawings for roof panel size Stamp is on the outside face. wNert. Wire Chase RouteF www .Dace+ 4. Refer to sheet ceiling layout drawings for ceiling panel size • 3. Dashed lines designate inside panel edges that are hidden. HL = Half-Route Foam is set back 3/4 wNert. 5. Wall panel Splines are to be 2x SPF unless noted otherwise Wire Chase Route and one pcs. of 2x R (U.N.O.) 4. All corner wall panels will be shipped with no vertical lumber installed dimensional lumber is installed P on outer end panel to allow for any adjustments necessary to 6. Roof panel Splines are to be 2x SPF unless noted otherwise match foundation. 5-1/2" ROUTE = Foam is cut out to accept header 7. All wire chase heights are noted on wall panel layout sheets. 5. Some cutting and/or shimming of the panels may be required to provide 5-1/2" HEADER = Foam is cut out to accept header and header for proper fit. Contact Panel Supplier or representative of Manufacturer is factory installed. 8. All rough openings to be lined with 2x lumber (TYP) prior to cutting if adjustment is more than 1" C T= Foam is set back to accept 1 pc. of lumber Cr unless noted otherwise (U.N.O.) (Lumber is factory installed with only one screw O M O 6. All top liners of rough openings must be of continuous No2 SYP or LVL, to allow for removal and must be field installed). 0 N 9. All panels are drawn from the outside with panel numbers and extend past opening a minimum 1-1/2" on each side. facing outside of structure. TT= Foam is set back to accept 2 pcs. of lumber Q � L 7. Screw schedule for walls is one screw and 1 1/2"washer per running foot (lumber is factory installed with only one screw J` 10. Dashed panel lines denote inside edges that are hidden. of wall &gable (TYP) unless noted otherwise. (See Detail) to allow for removal and must be field installed). .� r ,�`_ o6 � COO 11. These plans have been prepared to meet professional 8. Screw schedule for roof is one screw and 1 1/2"washer per running foot of SO= Single OSB Spline-Foam is set back 1/2"x1-3/4" O •L standards and practices required for Panel Construction. wall &gable (TYP) unless noted otherwise. (See Detail). just beneath OSB skin. (See detail for nail N � ca pattern to install) Z m 12. Site variations may require changes in the plans. 9. Install wall panels with both OSB faces fully bearing on plate or subfloor. Q Check with the Manufacturer before modifying panels. „ DO= Double OSB Spline-Foam is set back 1/2 x1-3/4 C Manufacturer is NOT responsible for modified panels that 10. Store panels on site on blocking and covered with protective tarp to prevent just beneath OSB skin. (See detail for nail pattern € have NOT been approved by manufacturer before Q modifications. moisture saturation. Keep Panels dry. to install) ID 13. The details and specs. called for in these plans may be 11. After wiring is installed conctractor is to foam ends of all wire chases. 2F2L= Two Full Route-Foam is set back 3-1/4" &2 pcs. a of 2x dimensional lumber is installed. changed due to builders preference, providing the No.: REvisioN: BY: changes meet local codes. 2F4L= Two Full Route-Foam is set back 3-1/4" &4 pcs. , 10A ROOF HJB DISCLAIMER NOTES: of 2x dimensional lumber is installed. 14. Contractor assumes full responsibility for any field changes. 1. It is the responsibility of the owner and/or contractor to verify all building 4F4L= 4 Full Route-Foam is set back 6-1/4" &4 pcs. 15. All scale information shown is for reference purposes only. dimensions, heights and cut-outs. of 2x dimensional lumber is installed. Do not scale drawings. Follow dimensions only. j 16. Roof Panel Splines Are To Be Nailed Top And Bottom w/8d Ring 2• SIPS Team USA manufactures to the dimensions given to us by the owner FL = Full Route-Foam is set back 1-5/8" & one pc of 2x and/or contractor. dimensional lumber is installed. Shank Nails @ 6" O.C. Underside of Roof Panels Are To Be o a . Nailed at Time of Installation. Warranty Void if Roof Panels are o o m�'� 3. SIPS Team USA assumes no responsibility for changes to building/foundation FMC= Full Route-Foam is set back1-5/8 w/additional �v co U � g NOT Properly Installed. SIPS Team USA Expressly Disclaims that have not been reported to SIPS Team USA in writing and reapproved before chase to allow for head of J-bolt : N =LL Liability or Responsibility For Any Consequential Damages Caused manufacturing of SIPS panels. °° N : W o w By The Roof Panels Resulting From Improper Installation, Including F2L = Full Route-Foam is set back 1-5/8"wNert. Wire Chase °' W z W W LL Economic Loss, Loss Of Use Of The Panels, Or Any Other Costs 4. Site variations may require changes in plans and it is the responsibility of the Route & two pcs of 2x dimensional lumber is installed. °' �% ¢' o Relating To Removal And Repair/Replace Of Roof Panels. p p p E .. L, owner and/or contractor to provide SIPS Team USA with the required changes E = 'N a at the time of design before manufacturing. LVL = Structural Lumber-Foam set back to accept LVL v rL Z Z m g o 17. Floor Joist Shall Be Installed Using Simpson Top Flange ti 0 Z o Joist Hangers. Hangers Shall Attach To Dbl. Lumber Top r o a�d 5. It is the responsibility of the owner and/or contractor to verify all local building NR = No Route- Flush cut no foam set back sa �, o 00 Plate Of SIPS Wall Panels. Approved Hangers Are r, codes prior to manufacturing SIPS panels and/or construction. w o Simpson BA, LVB & ITT Hangers. w- N o 0_Z,< z, p g SFL = High Wind Structural Splines-Foam set back and 'rnM z4� Warranty Void if Joist Hangers are NOT Properly Installed. install Splines. LLwo Z SIPS Team USA Expressly Disclaims Liability or Responsibility W 0 .2 a d m a For Any Consequential Damages Resulting From Improper E-LVL = Foam set back and install LVL with glue and nails. W o Installation or Use of Non-approved Joist Hangers, Including ,moo �cD Z Z CO o Economic Loss, Damage to Panels, Or Any Other Costs Relating **NOTE** 2R = Full LVL Route- Foam set back 2" -0 rn ° a Z z To Removal And Repair/Replace Of SIPS Panels. c S -a z A W=Zo ALL PANELS ARE DRAWN AS 4R - 2 Full LVL Routes - Foam set back 4" `° ` �W�a R-VALUE/ENERGY INFORMATION ami a o 0>1 q W s VIEWED FROM THE OUTSIDE o°ZoZ~ Based on test results - _ o W z° w ao yoWQ Whole Wall Rating' Label for Structural Panel: Steady-State Thermal Analysis. 9 a S o" June 4, 1999 Oak Ridge National Laboratory. „' 2 � o g W 0 s Also refer to Federal Trade Commission 16 CFR Part 460, labeling of home insulation. cop Mow R-Value Comparison to fiberglass N a " Panel Thickness: Actual R-Value: Performance Value:**** NOTE TO CONTRACTOR/INSTALLER a 4 1/2" R-17* R-25 ATTENTION: AS YOU UNLOAD THE SIPS PANELS ON THE JOB SITE YOU 6 1/2" R-25* R_38 IF YOU NEED TO TRIM ARE REQUIRED TO PROTECT MATERIAL FROM W "s 8 1/4" R-33* R-50 AND/OR ADJUST WEATHER AS FOLLOWS: y 101/4" R-41* R-62 A PANEL MORE THAN 1 " M W R-values are currently based on fiberglass testing, which is done on dry air laboratories, OR HAVE ANYQUESTIONS, 1. STACKS OF PANELS ARE TO BE STORED 3" OFF 6 N which do not reflect the true conditions of a home. When tested by Oak Ridge National �-+ THE GROUND. (PLACE (2) 2X4 ON GROUND Laboratories, and 8x8 SIPS Box tested 15 x tighter than a stick framed box! Because PLEASE CALL THE FACTORY . 0 O O AS RUNNERS AND STACK PANELS ON THEM) a Z air-tightness and thermal mass are properties that are inherent with SIPS, they will (� ��g-2L�.�-$$VO out-perform their given R-Values in comparison to fiberglass. * All R-Values included inside and outside with covering plus infiltration barrier(House Rap) 2. COVER STACKS OF PANELS WITH PLASTIC SHEETS Z OR TARPS. m ** Performance values have been accepted by permitting agencies throughout oa o o the following state: NC, SC, FL, GA, TN, and MS. *** All R-Values meet or exceeds the standards as required by IECC 2006 FOR ANY ADDITIONAL INFORMATION PLEASE CALL Sheet Number:229-246-8$$0. Performance values apply to wall & roof packagesP9 4T0011 **** I Not For C=.t"UCtLQ1W SIPS Team USA*PO Box 7055*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engin FOAM SET BACK- SIPS WALL/ROOF LIFTING CONSULTING SEE NOTE 3 PROCEDURES ENGINEERS INC. WRIXnWAL d,CM' L kWOMEERs T J�It�r81r1��IL Rued DOOR WINDOW 1 2x STRUCTURAL LUMBER 08 OPENING • w OPENING (SHIPPED SEPARATELY) .E. jIr87 � START HERE SIPS WALL PANEL.----------- ANEL. FRONT VIEW SWE VIEW ALL PANELS LAYOUTS WITHIN THIS SET ARE DRAWN AS VIEWED WALL HANGER PIN ROOF PIN PLATE RETAINING PIN FROM THE OUTSIDE FIGURE 5 WALL LIFTING ASSEMBLY � ROOF LIFTING ASSEMBLY cr ASSEMBLY OF SIPS PANELS Co O C 1. IT IS RECOMMENDED THAT SIPS WALL PANELS BE INSTALLED IN ORDER LIFTING N > i �\ POINT -p Y AS DETERMINED BY THE WALL PANEL LOCATION SHEET U. ,� N� od 2. IT IS RECOMMENDED THAT SIPS ROOF PANELS BE INSTALLED IN ORDER m AS DETERMINED BY THE ROOF PANEL LOCATION SHEETTOP OF WALL C4 \�� ?� Lo Lo cc \\\ c 3. ALL CORNER WALL PANELS WILL BE SHIPPED WITH NO VERTICAL LUMBER Z� � o Q INSTALLED ON OUTER END OF PANEL TO ALLOW FOR ANY ADJUSTMENTS N - NECESSARY TO MATCH FOUNDATION (SEE FIGURE 5) LIFTING POINT Q NOTE: THE OUTSIDE OF EACH PANEL IS DESIGNATED WITH SIPS TEAM USA AND/OR QUALITY CONTROL STICKER \ r \ NO.: REVISION: BY: L'l STORAGE OF SIPS PANELS BOTTOM OF WALL TARP OR PLASTIC COVERING IPS WALUROOF PANELS --------------------- --------------- _ IPJ 1 I ' ' co 00 U"Z/ n X FIGURE 1 (SIPS WALL PANEL) FIGURE 2 (SIPS ROOF PANEL) '= co W `bCA t° 1. LOCATE WALL LIFTING POINT AS SHOWN IN FIGURE 1 1. LOCATE ROOF LIFTING POINT AS SHOWN IN FIGURE 2 °0 N W E U�pz'� W W W lC (� LL tq 2. POSITION SIPS WALL HANGER OVER WALL PANEL 2. PRE-DRILL 7/8 dla HOLE (ON SITE) L ---- ----- ---- ,----- ---- ----- -, € _ AS SHOWN IN FIGURE 3 E W '�' ��W� J aF (2)2xRUNNERs 3. INSERT ROOF LIFTING PIN (SEE FIGURE 4) U c ~-� rz 0 Ozmoo 3. WITH HAMMER, DRIVE WALL PIN THROUGH SIPS c rn�°',aW c z¢=oma 'C 4. Tn Tn O� 4. ATTACH ROOF PLATE SEE FIGURE 4 co o° 3'max. 6 max. 3'max. WALL HANGER/PANEL ( ) is o- :-. <L ciu` NOTE TO CONTRACTOR/INSTALLER z 4. ATTACH SIPS WALL HANGER TO APPROVED LIFTING 5. INSERT RETAINING PIN (SEE FIGURE 4) ) MM Sww N ".�tA}LLZ AS YOU UNLOAD THE SIPS PANELS ON THE JOB SITE YOU EQUIPMENT (SUPPLIED BY OTHERS) m rnQma 6. ATTACH SIPS ROOF HANGER TO APPROVED LIFTING o a z m o ARE REQUIRED TO PROTECT MATERIAL FROM EQUIPMENT (SUPPLIED BY OTHERS) WEATHER AS FOLLOWS: rn rn o W z z CL 'WW 1. ROOF/WALL PANELS ARE TO BE STORED 3" min. W CL m a ~a W ABOVE GROUND. (PLACE (2) 2X4 ON GROUND m m 000Z AS RUNNERS AND STACK PANELS ON THEM) � c u') r�'oz°J 2J c E o ►-°~gU 2. COVER ROOF/WALL PANELS WITH PLASTIC SHEETS ATTACH LIFTING I` °=° OR TARPS. EQUIPMENT HERE ,o o CLw°5 ATTACH LIFTING ts N m rn Q FOR ANY ADDITIONAL INFORMATION PLEASE CALL EQUIPMENT HERE � N a ��'� 229-246-8880. w SIPS WALL ROOF LIFTING ROOF LIFTING HANGER PIN PIN > c 9 W SAFETY HOOK USE 7/8"dia.DRILL BIT ico Z ON SITE)To PRE-DRILL SIPS J SIPS OR ROOF LIFTING PIN O OOF PANEL o O ROOF PANEL o LU SIPS WALL PANEL Q co o m h �� l0 o D -F ` d N t m 0 V 1 ? }> t3 ' ATTENTION: ZPLATE I-- L ENSURE LIFTING HOOK WALL PI LATE z m LL IS EQUIPT WITH HEAVY DUTYm` o J ' SAFETY LATCH TO PREVENT a o o = v I PANEL LIFTING ASSEMBLY PIN IN Sheet Number: FROM SLIDING OUT OF HOOK RETAINING RETAINING FIGURE 3 FIGURE 4 DO NOT STAND UNDER PANELS crxiViSET 002 O 'Const+1 uctio i I i SIPS Team USA*PO Box 7085*13ainbrid a GA 39818* PH 229-246-8880*WWW.SIPSTEAMUSA.COM Imam Engi m rA 5/8"ANCHOR BOLTS s; ii a a a W/2"SQUARE WASHERS) ;;} CONSULTING ' '' ENGINEERS INC. GN-G-- C 8TRLCNRAL i MI ENGIMMM j j 57-10 6 8t ALLOW 3/4" 1 {( 0 3494 Maft Hui'8t Roo I I'-6 I/2° 46'-3 I/2" SPACING BETWEEN I �� = Tatbhsf FL 32312 l 1 ALL CORNER PLATES !i`if Phon7,0440 I 101 22--4-- 14'-I I 112" 9'-O" � ' Fox0697 4'-5" 8'-O" 8'-I O" 22'_2" 2'-10 1/2" ( e9flf1�.00111 j ;, B10 1/2"P.T.PLATE o DBL.BOTTOM T � - PLA E E O 1P 2--G" 8'-3 I " 1 -6 4 PLY -3/4"x 14"LVL , iv .P.E. N m �.,. -, .. E..*4 10 �5' t�; t 1 Q 101 I 3'-0"TYP. I'_0" 1'-0" G" j B/501 I 1 Q B/501 TYP.ANCHOR BOLT SPACING r cr 1 J a I 1 DBL.CORNER PLATE DETAIL(PLAN VIEW) �� O N 1 N _ 101 3/4"=1'-0" V N v x Q � N 1 N M Ii 1. I M Lu I '7 {1E Ip3 i r> I 3/4"SPACING � SIPS WALL PANEL � Q L. v ,11; LUL co N � 3 STRUCTURAL LUMBER a – 1 v,s V a y J 5/8"ANCHOR BOLTS 'a 'a , m 'D 0 06 v _ 1 � 1 a 1 3"ROUTE..__.._. _ .._...._ t? /�` 3"ROUTE � m N �- � - Ii 00 2 2x BASE PLATES .L 7-6" 9 h8 112" 5-1 1" I O Lo C (a 1 C '-O" 18'-O 1 3'-8 112" 25'-0 1/4" 3'-0 3/4" G. P T PLATE Z — G 3'_3° ih ] io � J - — - — - — - — iol c 9" 4 PLY 1-3/4"x 18"L x - GRADE a j 1 a a -� a REVISION: BY: 101 A/503 I > 1 1 I A/503 v END VIEW FOUNDATION BY OTHERS I 1 N x I I I 2 DBL.PLATE DETAIL(END VIEW) 101 3/4 Ia 1 1 I v J 1 1 � 1 4 PLY 1-3/4"x 12"LVL I x I 1 00D0 o m cz� 1 u <3 N ' J 1 1 o}J. 1 CL m N goda'ui v I 03 E ww��z 8'-6 112" 10'-8 3/4" 1 1 1 4) 04N P Q r oom0 a cn 19'-3 1/4" I I I L �J 0 w z 1 V zq-o0 E US r- o I,. o='m°'u a (nT0�w C oo to f-W,-a 101 1 ca M LL0�;CL 1 1 1 � rn Y ° 00 C 00 7a:zD 13 N � gc�oz�¢ N �M zQdWw� 1 P-5 1/4" I I W' � N Pw�wp o-Z(nm0 F3 Z 5 1/4.. Ow� w 1 " .... C -a �0 =Z,oz 03 03 www° c0-n _p 14'-1 1 3/4" 1 j 3'-I I/2" 14'-7 3/4" 1 j 5'-2 I/4" N 14'-6 I/ I' 12" d m C w LOU IQIQ = m Lo z!,2 J m m 1 1 4- > m 0- 0— IOD w 1 1 1 w x za05 J aD N � Q Q A/502 v a I J I A1502 � c m F ullw 14'-7 1/2" I J 1 J 1 a - 04 1x 1x N o W 12'-8 112" I r' W N 7'-7 1/2" N w 12._I i I '-_ _ = I M M I N O C j 1 a rn o o co a`� a 8'-8 112" a j 12'-6 112" y j 101 I a. ib a I v cn m I a a 1 �� d m jo 6co) '-I 1/2" 3'_8" 2'-9" T-8 I/2" iv 2'-8" 4'-4 1/2" iv N v v ago O M _I 4 4 � d 8 1/4" . _� 1 1 4PLY 1-3/ 'x12"LVL I I PERMIT SET M 0 m (a O 3'-3 3/4" 2'-1 O a 1 1 �Uot For Construction N 00 4 PLY 1-3/4" 18 LVL a N 8 1/4° O 4'-5" 1 I'-6 3/4" 22'-3 1/4" 12'-0" 4'-5" - O WALL LEGEND . 7._O.. 6'-5 112" 8'-I 112" z ca i '-3" I G'-1 O" d ci 2'-0" T-I O" 54._8.. SIPS WALL PANELS m G m C WINDOW IN SIPS WALL 2 o @ z N IL o o = m 64'-6" DOOR IN SIPS WALL Sheet Number: o BEAM OR HEADER Lo 2nd FLOOR WALL PANEL LOCATION 2 a • DOWN SPOUT LOCATIONS 101 I SIPS Team USA PO Box 7085 Bainbrid a GA 39818 PH 229-246-8880 WWW.SIPSTEAMUSA.COM Engi eal: 4 CONSULTING ENGINEERS INC. S?RUMURAL&CML ENQUUEERS 641.611 3494 Mwdn Hurst Road T F 23 12 I I'-6 I/2" 46-3 I/21how .297.0440P 297.0697 Fax wwMo o t3 8.r---------------------------------------------------------1 ------------------------ 0 ---_--__--1--------_-1__-----___1__-______1L___1____________ _ _________ - 7 -_-_1____-_____1__ _! 1 1 ' ' L_l---------------------L_1 ------------------------;-------r----; P.E. L--_----_____.L__________1_______�____L_1 ; - PAL 0 IV I I , C 1 1 cI 1 M DO M ili I 1 N 04I > J 3 3/4" 33'-0 3/4" 4'-1 I" LL Y W t ` i 4 PLY 1-3/4"x 16"LVL BEAM ; w06 m m Ii 1 DOOR LOCATION @ 00 V �L WALKABLE ROOF DECK o c cc C Ln ; 2" 51-1 1/2" 21-2 1/2" ; Q 1 I C 1 I _ m ---- - --------------------------------------------------------------- ----- ---------------- I 1 I I I I 1 1 1 1 I 1 1 I 1 L--------------------- _____I��i-J-_-----_--L__________J___________L_---______L_________-J----_----__L-____-__-1 L__________I , o �- hrh----------------------`- -- ------- I 4) 1 111 I 1 1 NO.: REVISION: BY: 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 �o � ------------------- --- �o <3 Coco E < 0 -------------------- 1 ' 1 I I 1 07 V . I 1 cl •/W9� Y/ (d a Wia C ry j I 1 /1E () a) N WcoWW N N � FZ�>-aa E �/ ^ pOw w,W z I 1 1 i.L ! = V OZmoO 1 I I E L •v: J f a W 11 cl, ( N I 1 I LLL�L �v)O'�W C0 C � y�d�d If! //f114\�� 1 1 1 4'-511 c M O a O 1 1 V `V CD W W CD LL 2) gQ U ! Vy ki Cl toZ>-4 ZA N - MzZ Ltm nW>M J O 4'Z ca ° t9 Z (D ),npW=CW9 i 12,_611 N 31_411 N = m C W i a d > O ZS 0pZof- 00 x zo-a5 g ' m % 8'-1 112" Q 22--10 1!211 J 10-9" m W I = C M L w x I I Q J J ico X Q J I J I A/502 a _ _ _ _ rr N ~ C? m BEAM CANTILEVER W m m b —_. J. .� .� .JJJ� - � � — � _ .WJE .� — — — — J. b ; ; ' c - 4 PLY 1-3/4"x 11-1/4"LVL BEAM ABOVE _ x� x I oLu r� p cl) - vco J d Q � > o =O 1 a a I a j co (Q I 3 w ch O _ PERMIT r> N Ndion N ' cq In SIPS WALL PANEL N d) 'Z Not For Constril a. 0 ABOVE WINDOW v v m o a N U _ i'-O" O 4'-511 1 P-6 3/4" 22'-3 1/4" 12'-O" 4'-511 WALL LEGEND o m LL 51PS WALL PANELS Z m O H 'p 47-0 3/4" 8 1/411 6'-1 1" � m L WINDOW IN SIPS WALL Q oo @ M DOOR IN 511`5 WALL a o p = w 2-O' T-10" 54'-8" o .. BEAM OR HEADER Sheet Number: 3rd FLOOR WALL PANEL LOCATION z2 m • DOM 51`OUT`OCATi°N5 1 02 i SIPS Team USA PO Box 7085 Bainbrid a GA 39818 PH 229-246-8880 WWW.SIPSTEAMUSA.COM Engine 35'-0" TOP OF PARAPET TOP OF PARAPET 35-0' CONSULTING YY ENGINEERS INC. �n E BTRt)C7URAL&CML ENQmEE 32'-5 112" 3494 Martin Hurst Roo TOP OF PARAPET R3 18'-� I/2°: ssee. FC 32312 12'-0 3/4.. 1 2'-GE PhFOne:850.297.0440 www .297.0697 12 1/4"SIPS ROOF PANEL P. TOP OF WALKABLE ROOF DECK 25,-4" -------------------------- ----------- TOP OF OF LOWER PARAPET Y 23--GEE _ v N m` LEVEL THREE FINISHED FLOOR 14° e �,,r — . O o -_ N /4" 3-33' N re t, M Cr M j N V N C r; G �= TOP OF PLANTER 15'-G" N > J �_ Q U- L Q� V .� OSS LEVEL TWO FINISH FLOOR ' LEVEL TWO FINISH FLOOR m (n N OIL ._G.. I- CD L � C BOTTOM OF CANTILEVER BOTTOM OF CANTILEVER 9 p ZOIL ^c'' 9'-0" i-- --------------------------------------------------A-4 -----------------------------------I -----------' —� .. Q W O E E i E E l6 i E i E i d E i i NO.: REVISION: BY: i LEVEL ONE FINISH FLOOR LEVEL ONE FINISH FLOOR OIL p __________________ ______________________________________________ ________________________________ _____________________________________ _____________________________________________________________. p 1 ELEVATION -9ODo U"z� _ cam s cfl co �a LL TOP OF PARAPET TOP OF PARAPET w a 04 N wwEwz 35ldkE_pE 35'-0° N N = LL LL •� N N >- a- J°l Q 0 'nn m a Wwpa- - wz L J � •N w i-• l r F n 0 4. LL o m U z z o 0 a— So vacn u2Lu O w C —aC�— co u� a 5, i4 0 z O CO +n E — U N a t~i Oto CO — M O v� w s,. w N N M 2 Q t1{ 5" 'dr Z O N —N N N v�Z 4 N � gQ — o 3 W_ t V F to O O CA az mo 'a _cn H r, , C7 z . 'OL sww> N 'C Z.r ..� x x N cn amu :.� 3 N a TOP OF LOWER ET ,sr .Z'Z c a _ , . .. � ,. �� by , — w o 23 6 �5r x w — .c\j ,s.; cc to LEVEL THREE FINISH FLOOR 0.. M M cn w w m r. j ',�5 1 C wizz �❑ -, a Q d' U 'd •O 4— W >,G-5 I/2 8-I 12 16'-3' x u €� _m O z �,, O U a F- O � p� - m w 2'_9.. 2,-9" C ~it U a U 4w t O �wo m cr TOP OF PLANTER - - - - n- 15E G N caW Q �Aa ax -{�- '-; a q LEVEL TWO FINISH FLOOR u Y LEVEL TWO FINISH FLOOR , E BOTTOM OF CANTILEVER ------------t---------- ------------- - BOTTOM OF CANTILEVER 9 p„ ch o > O m 0 0 > c N t O a v Ui E E E bi ' m C LEVEL ONE FINISH FLOOR te LEVEL ONE FINISH FLOOR o m IE rz 0 ----------- ---------------- ---------------------------------------- 0 a o c S v) PERMIT SET Sheet Number 2 ELEVATION Not For Construe ion 20 t i SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WVWII.SIPSTEAMUSA.COM Engineer CONSULTING 35-0" TOP OF PARAPET TOP OF PARAPET 35'p" ENGINEERS INC, 1 Y aZRUCTURAL&CML E _ TOP OF PARAPET 34W MartiHurst Road �r 32'-e 1/2" TWa •Ft, 32312 850,297.0440 F .297.0887 n9iflearirig.c m 10 26'-p" _ i6 TOP OF WALKABLE ROOF DECK = 25'-4" s ; ^E ':N �" A � rt LEVEL THREE FINISH FLOOR 21 2 2'-8 I/4" YYY 44'-s" 7 Cr CV) 17-I 1/4' V 04 O v v N 04 Z 9 ;r > ch Y m t U- r m 06 g � LEVEL TWO FINISH FLOOR LEVEL TWO FINISH FLOOR Q BOTTOM OF CANTILEVER BOTTOM OF CANTILEVER 9_p ------------------------------------------------------�--+----------------------------------*--------------------------------------,-- ------------------------------, ------------' 9 p m NO.: REVISION: BY: LEVEL ONE FINISH FLOOR LEVEL ONE FINISH FLOOR p _________________ _______________________________________1__ ---------------------------------- _�_____________________________ _ _ ________________________________a________-__________________. p i /3\ ELEVATION _� E Qw 01 Cr" a°o v 00 z�' m �o�u; CU IL TOP OF PARAPET v rn m w w w z N N IT >-UO TOP OF PARAPET Q w m 32'-8 112" E w.w w� YYY 5'-i I/2" V a OzmoO N 03 T 0 LU 0000 v�Hw+An 00 =m<n00 cv ++ is 00 LL":z 'p)2 ci u`5 w w �"� z Q TOP OF WALKABLE ROOF 0 ~ m~ 25'-4" KAB E OF DECK N a J 0 �,...,r "0 �zzm0 TOP OF LOWER PARAPET " w z�� LEVEL THREE FINISH FLOOR 23'-6 C C O wm a w Y w z r O I x 22'-5 4" / _a � � ��WW� M Z W N 00 m wwz0�� — j K V iso 00 x o O x � � N .. m O Ha. lx Q iw 2 cO o112 z; 1 4._I I 112" � �1 W f � 2 1 1 1/4" o Q LEVEL TWO FINISH FLOOR �_; LEVEL TWO FINISH FLOOR lz ---------------------- r BOTTOM OF CANTILEVER BOTTOM OF CANTILEVER 3 °D cn 9 ----------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------�---------------------i----i-----' 9_O N Cl) C ------------------------------------------------" ---------------------------' m N m O o r rn > aN W d a m LEVEL ONE FINISH FLOOR LEVEL ONE FINISH FLOOR Z mCs p -------------'__-_-______---__-_------------------------------------------------------------1----------------1-----------------------------------------------------__-----------------1----------- p 4 O J a o 0 = CO) PERMIT SET Sheet Number. 4 ELEVATION C • t1Sti'UCt10�1 Not For Co 202 SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM i Engineer Seal: CONSULTING 64'_6" ENGINEERS INC. 52'-I I 112" STRUCTURAL 6 CML ENGINEERS 3494 Martttt HL nit RoW I I'-6 1)2" 4--10" 4'-0" 4'-0" 4'-0" 4'-0" 3'-6" 4'-0" 3'-6" 4'-0" 4'-0" 4'-0" 2'-5 1/2" Tallahas FL 32312 Phone: 297.0440 Fox 297.0W /��/� _.... 8• .L 0 i 1 1 1 1 1 1 1 1 ,Ms, PE. i R. .Rt-0 40060 ' w I >' >I >I >i �I >I >i ml >I >I >I > _ Z LL I NI N, N, NI �1 NI (VI ;1 NI NI NI 1 � ' X' XI XI XI XI XI XI xl XI XI xl O M CO Ti M M M M Mcr j , i 3 I v gI gl vl vl vl gI vl vl �1 vl .� i Lu } }i }I }I }I } }I }I }I }I o ai al al al ai ai al al al al al V N G � � I N V I sS co� 1 1 1 1 1 4 FILY 1-3/4"x 111/4"LVL BEAM m � � "' ' d` OT TUB DE I , �� 3 �, 4 PLY 1-3/4" 16"LVL B I@ COVERE 1 ROOF DECKI 1 1 1 1 1 I 1 1 Z a. STV1 EALJEWBELOW ...._........1.. . _.................... Q 3'-8 7/8" 4'-O" 4'-O" 4'-0" 4'-0" 4'-O" 4--1 5/5"�__.. 1 � 3i ........ ..__.._. ..._. ..................... .......... ......... ....... _.... ....... � I v s I NO.: REVISION: BY: I Z 1 1 1 1 1 1 1 1 3 , ; m __ _ _ _ _ __ _ _ .__ ILL I I I I I t Q Q, QI Q, QI d, Q, 3 ? W, wl uj LuuLLJJ LLI m m m m m I JI JI JI �I >I _ ZD � N NI N, N, N� N� NI � E � as� E co 0 W uj g 1 �? vl vl vl vl vl ai i vl vl cs� N 2 U 1 M _ m N U, _ W W J � M M M M 3 ! } } € V lA W y W W Z r T r r JI JI JI JI JI Ti al �I ' N � =��LLg 1 al al al al l al ! ` +-• 1- 0- a. vQ W0m O a N Ozmop z¢zo� FQ�W ;� aD ch 00 w 00 cn U- o __ >M - 0 d O �W> Wm ... ..... ...... ...................................... ... ...... ._._ - L � �� Nzmm�O N O C7 Z t -00) F-"n Z =WWaU--` i I a m >'C=moo i ' ILO ouj o,=Q c c O��g� e I WD =p 45'85/ ! O z< { w� I " C m _ r-a Uj 2 CD 4 PLY 1-3/4"x 11-1/4"L/L.BEAM S - - �► - - - - - - - - — - -- - — - — - — - — - — - p N x N I1J I I a > o H ' a O! r - O 00 i � M C',PERMIT SET o o Not For o Constructron a " LL 2--0" 7�-I O� 54'_8" O 0 64'_6.. WALL LEGEND o m t 5IP5 WALL PANELS WINDOW IN SIPS WALL Sheet Number: DOOR IN SIP5 WALT ROOF SUPPORT LAYOUT L - - BEAM OR HEADER 301 I i _ SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM A Engineer Seal: �F / M- i CONSULTING ENGINEERS INC, I I 641.611 STRUCTURAL 6 CMN.ENGINEERS 3494 Mlartfn Hurst Road I I I'-6 1/2" 20'-1 O" I I'-O" 14'-5 112" 61-8" Tdah"we, FL 32347 .: 8,50-297.0440 F .297.0857 r 8wewft,mm N � � "" I � "� ��, , , 1 ,�, I � - ,,,,,,�"",�,,,,',::�,,,,,,�,�--,�,'��?�,- ' ' —) F, R.� M6, ` ' 7--7* P.E. 11 I {f / 11, ,N� ;: H4$Giy �4 c l L7�`� a �, y '�'N�,q 45I _ _ � Z111-111T 1 f k/` � S 1 � H d i f 1 IC E -111 g 1 Cr t- 1 114" 11, .- 1 �� 1 '111 rr. M C') CC0 I' llPANELS V N G M L r1. Q 1 11,, �t & I.iIV . I "I'lly y 4 SLY 4 3,4''x1:1 'Il2'�Ll SeI'll L > �, I U -� ,� a) M L) O Q6 N w- A COW �,,4 ,nw� 1 m I M 4. , , W U ' 5 u A £ 1 C i— P Z 2 V/ I •i IC I 11,"L� C H C 11 S I 1.�^ 9 1 V 4,, 5 _ 1 It a { �', ` f NO.: REVISION: BY: " '£r� N' I Cn 19 z✓ e Y 3 $b� r b .wl ' k. I '.. i+�_ C CO ui > I-`*I-,�T`-`11 3 � ° mZg 20'-3 1/2' k " Co N Cc w O W m N .� �WpZZ rn w U N w wg 4'PLIt E `. G. w w o s i 11= x � i 0 L Ul �JwaH ♦°' a ozmou' N ', 77 U zQSOQ � I I ,711�76'Jg,1 ` - 'L�, 1= C p %nf-0.'Ra ' N oO =�cnQQ M r�l i '' 00 LL 0.Z C� p)� U2�m I2'-5 112'1 C z�2z� a' m ��2ra T— I� 11 "� ,��I I-- I ¢m�- : I I I I 1111 ":�4",v��, 'M, - 4) N U)wmW,a : I I I I I " IM ° CD ° ZwM0 I � I -1 I I ,p�, "r. ........ ., , r , - -, ,�" � , , , - 'L ' ,, z, -p �caZI - -''r,f-: I IL L L I I I I" 11� - 11 I L' ;, � . � ,11, 1�,�` ,�,� , - ",�, ','M ��,,�z', i-, 11,, �,-�:i 1 -"111 I ' I I I " � , 1� ,,"� ��I!",�',f"',`�'�",5-,� I 11 11 , I 11, I - , , 'R� � R 1, , ��, e : :� I ' -L ,�, I I,�... ...��L �. ;,L I �' ,; , , , -,V,�, lj 1, . L 11 �,, �I I :,,,,,: „,, ��L, ,I I�,I,”�,'I', ,,"'z� L L I �"�,, ,,, , , " I I I 'L L 11, �1, I"I'll'A ;111121","' "-, , 1-1 , �I I (D � : I I I , I I ,,"�,',',,� ,� � 11 """, �,-� , 11,� I � I ,, , ,k, ,, _ � %, ': :,, rr ", '; L ". ' ' , I ��"'I , ,�v�. I"I I "I"', ,L�' ,",`��!, , L L Iy r fA dj u Z a : I L 1 11' " -� , , I L 11 � 1, �'I I ! ��:',,�`-',",`;"!�-,,,�,",,",'��,",�"",�,,""".:,�"","�',"""",�,,, ,,,LL L L -'L!�K,�;'�1'11�`,-- 11 I I ,' L , I L " ' , , , "I , , "' " ''' . -�,__,'�,-'��"' ' , " , � , -11,11". I I'll", : , I I ," , N Qww,-a-w _1',,','�F-V,,�-L �, ,,,� ,, C F- Z Z I , I ' 1�� q ,�I,I ��,,�,-,;,,,�)-,". , ; I L I "�" I "I I P, , � , ""-_, - L� L I ,., 'L .. , ," I I , I I ll 11 i � , ,, - , Y "�"," ', -..11 L I, I I ,,, �, ,�, " I � "I ', ,"� ^ �y�, L, I, I P'-LL' "" "",�,�;::'� L777 1-""',�,'�,"L,,"," �, I - 2 � :� ��,3s.� x','�'z� ",,�` „f., y wa) 1 , I I I 'L �,,-1 _":�� ,� ,; � ' L' L� I I"� '�,,,!:1,',,',,,",I" I L , , , , : 1� , " ' ' � I",�, "��",��"�"''L'��",""�,""'�,",��' " � I I L,-,�,, , - '�;" 'L I ,� � � _ , , �'�"; :`��" , , ,",�"L L I� , L I I ,, L I� L, L,L ,:.r �,�,��,,� ,� I : I , ? I I -, - , -, , YL'"I, :�, v' P"�, ," 11-, -b -,�� 2,; "Ill I.L W '� www I :I 11 ," " " �11 ,- I-11111 I�" �11 I ��,,,,, ,,,----,,�, L ", I �L�- ,� -� C �2 Z a ;N",-,,�,� /,,;�, "',`�- I ,,I I I " �," I �, , �,,�,"�,,�""� " I ,_ 1. I , �� , "", " ", , , : w p �, I I I I,,,, ,,,�, ,,,,,,, ,- ,.I "z� 1,"� . 11,�1;1""e I " , � I , _, v:: Uj , , " U 11 , , I , �I:',"'--,"","I_ , I I- ,�- i--,",, '�'' ","'"J,`:': "I '1� , ,,,,,-,--,'�,�j�,�,;�,�, ,�'_",",.,Z�, , I , I�, I �,,'" ' L " "' , , - Q ;,,��;�,-� , ,"I ,: I I � � 11- I --II I I�: I ,. I �I,I-I- I I- I 11 -,"�'L 11, L, ,�, I I , - I I L I , I II I " I ;, ',"'�',X�L,I ,I - _ 'L I , - I 11 I , ,, I I - 1 �,�,, �,��,�, k', `", I 1---1- " ", --" ,',�� ,' �- �, N ,! : I �,, I I 11-11-,, ,:L',��;:', ,, " , ,F I, � , I �+ Q-� �_ " , L I — UpQ " �`.� N i, ,_��,�, I I , , �,s _ :,,' ,, I I "",,�', I .,_ , ,,,� ,�:,�, , ,� II I I I� "1� I I I - L _, ,;:__:�'L,_ _," ,,I�,'- ', L, I m m ZQ~ — to wwQ _� H N — Q �� 1 S HOP 00 $ 'lI4 y, w r — .. a o U'a _ — Zap rn x > �•y "'. , O 7 ,.s E Q,�[ ,. W m a C a►-a t PRI�tEI. v U nQw <. „ , ''. f H a ` co =yIx TI'll - r� R RIDES; w" "Q,",„s- C? r. F r o �. _ ... „ y (� �, a QILL k ,. / a ,'� ;E Tk Er f�]si W �R fi ” o t;;� £ iY a i .7' iYF..; f O Q L. Y y � s" ¢ 'y w E 6? y Nff /z YY > O !r 9 fid` �' '"':� M 3 4y'2Z LL5 �1j6 � �Q '''.. » ✓ 1 Er' d d 1 ? v X 3' 3 r `,p,� i /, M E11 "� L, �Z— , —,,, , - , L � ""M�,', ", ': I � l F Fk�5 �'x* If Y t }.- '' % > M 3I'll ,AL I f i ch .(.: > s'I",,i N d O m 11 ` W N 19 � a.� PERMIT S ET p g a L6 1 N Not For Construction U- 2'-0" TIO" 541_811 64'-6" z m H WALL LEGEND E o m SIPS WALL PANELS a o p = Pha* WINDOW IN SIPS WALL Sheet Number: 2 "' DOOR IN SIPS WALL 3rd FLOOR WALL PANEL LOCATION — - — - — BEAM OR HEADER 302 I I � I � � SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engineer Seal: 3 an "5'-9" 15'_2" 81-1011 15'_2" 5'-9" CONSULTING .. _ ENGINEERS INC. srn N 1U "- RA 11 CM 1 1 1 1 ' 1 = 3494 M&-w Hum R� I I I I I I I T . FL 32312 1 1 I 1 1 1Fox .n7.OW 1 Phone: 297.0440 C-4 1 1 1 1 1 1 Ji I I I I I I > 5 P. _4� I 8'_O.' I 8'_O" I 8'_O'. I 8'_O'. I 8'_O" 1 5'-4" `11 C 1 1 1 1 1 1 QI QI 21 MI M1 211,1 c LU l m l � 1 m l m l � 1 .= - I JI JI � I � I � Icr `r' o M 4 It � 1 - 1 - 1 - 1 - 1 - 1 0 2 V N N X X X X X N C ai ch v 11 �• I - I -XTI � I � I :XI a) Q J - U- " Y - 1 rl - 1 - 1 - 1 .= 1t V) � I MI MI MI MI -. W m 06 I 11 1 1 1 1 1 I I � m ) i 11 I'll I I I I I I � .M 1 1 1 1 1 1 Z w G ! 11I I I I I I � ¢ c I I 11 1 1 1 1 I 1 9 C I Q 1 1 1 1 1 1 o I a ,.- 1 1 4 PLY 1-3/4"x 24"LVL BEAM 1 1 1 1 NO.: REVISION: BY: ' 2'-8" 33'-O" g'_8" 3'-4" 2'-O" I 50'-8" ' . fA 11 GARAGE WALL PANEL LOCATION /,\ t 8' E < - . 0o O m- '� m V r � 3 � �a� LL QQ Ld N � � �OWZ - w Z w ' I N 4) zmU- LL = 0rr r L1 ., CL O ,, , — W W O S 7 d N rdt_ O u O Z m 0 wa o Y. I ,i U - �. z Z< z c2 I ' 1!11 ,. .o 0 a, �- -w C —a s Yw (�!r a .;, c, „' :>r I I Q s O O = a O w 0 r U x to M r r O- r 0. �.+ LL (0 d c - a z O m C7 O U� ; , p i-4 49M :I x 9 N L M Z udlww Zi i, , , " �',""�"""! , I .11 z' I I e' " "', I I i 'D -rte Z x"', --, " , > . x 'I ,, ,: '�i I, to 4) .- 1 to� tT „ . - 11N ��Qmr O r m m .. w W N , O x L N wm-� v o rn a_ z m O Y W r Z L LL Z Q�[ 7 O -w .. ;. ,,. -0 W C r 0 0.Z Z - W c 'o z ca /� w 11 I ' ,;;, 1. Ea a- ,...... .. r ... ,.. r. ...,.,... - , 11 , U, .V f!S IL m O Z W Q z c a a } Ly ra 0 'C a U 1 O w A �LL� > O z , _ m O ,, . I Zr ^'�,, ? r f;Q U m O s Z J - .: ,, . - - s v. –� w —J .. ., �.v. "" {1I X 1' !Or coOO z : <2 : rr+ M — d e f0 O �_L, . v O r r �U ,. ,ii C .. .., ..,E - i - y,. (n f;i ,..E ! }i Q > ,- -a O. �, — tll X z a ra 5 ., �, „ ?- };:.. F� O O d O /4 L 4IT 11 Lr. ". .11 > ,' "": La 3 , ; . „ � c nim O©�- M m ,- a W k5 P — r ''^^ 3,. W O z 7r-E,.i r �'. -r *" �. „. N N a „ . ,. ,-. r,,,,-_- I E W �. „' 0: �� g Q ��""'�"'�;�",-"--"�,',,�-,,,",�""",,:":",�""� "'�; % Y, --.P ` a '£i 5;. / – F 4 ,11 „' - �,�. F, "Ill �. V II I, - .'� ,. ., ,iq r S .. - 3 11 k .. 3 U L PERMIT SET 9 � � w I� Y, a : t� ,i 1 - ,., , " x • r ---... „ .,:.... ..:us - , . -,i;, .. -.- .E s,.,,.. .. 11, L �: . x� a Ct� il _ O�4lira '. > . .. - ,. .,z.,,,,. .; -.. - :iiiz LL L z 11" - �.; �. ,", , „, "IiV,.Y -11 ,k..': 5 a,”, 11 11 L "I x m L' -: - s ui N J io a. p ,, ,� O :,- e ,' 1 � '� C /.. '�"' W 6 C L ", Y N >..:.... :�.. t. _ ... .., ,. .. .., _ .fit u....., :> '. ,.. I le > "I I ,... .. r .., ,, ,.:: .,. ybr :., ... ,.„ , p.;. S ,. ,, , . ....: .. .,. .: ,. ki.. k L LEGEND h "I'll I -. .x. , ... .., ,...,.. 11 ,Zl.. Y4,, „ ,,. .,, g. "Ri WINDOW IN SIPS WALL z >• 3 0 SIPS WALL PANEIS I 2 r DOOR IN SIPS WALL � o � m 15 m a o o = 'n I BEAM OR HEADER Sheet Number: GARAGE ROOF PLAN /,\ • DOWN SPOT LOCATIONS 401 � : SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM I Engin I C4NSUlTiNG ENGINEERS INC. BTMX TURAI CML EN(iINEEIti 3494 Msft Hurst Road I TaNShmm, FL 32312 L Phone: .297.0440 Fax .297A697 WWW. ng; .mn _ a. X.S87-10, TOP OF SIPS WALL SYSTEM 13_o R r � as s ��" s ,V `s - Lf " 11� sns I, Y�L� n','� F ' y y / _ y 4' 'c_- .. d k d : ..a •� 33'-O ,E 3 ,I 0 ch 11 V N ap p C M „/ l� w r ' Q _ � L Y „ g IL Y 'N U cu U O co o TOP OF CONC.SLAB „ter ' 1�1ILL1,11 m m i •V: \.,W a �� 00 L i r M I 1 ELEVATION 1 Z Q � c I Q i a NO.: REVISION: BY: i / / _ »F Q / v � C rI i Y ,� 'i 4�L"" � ,� , , �`-'I', , K , ,..- 5'_O, k` -1 le N 4 n1 Fs at, x;� V m Z I} k S O a I m gd �' 3 t W Z r W N W W W v I _L I N N CN Z ��LLLL 11 "r� o� OvQi I v WWOWS U a 0QE5oo i I I DTOtCW M co cnI_av'a cl M CO =U.�cn00 2 ELEVATION 4 ELEVATION a M ,M 00 �O-Q.-A N �th U l u LU W N Nq ��z N C7 Wq}H IX O H' m m L. N N cnw>.LqO O Cf(' 9:zvym0 ..' 'a �3zIF- N -0 � OWdZW c S v i—0 LL m� c9zwWw _ C =gyp 11 r � ',.:t�V N dUkQW ,e a N CD 2>OHJ „' F-aF _ U e �� C ti rad�p L 11 e 1, O N X ZaA7 11 / , = L '�MO dJ Z O / —� W W(r f zi s ,t � x x V Cn W '� ell, jb3'4�� » L (�O =N 4' y,' el I � AFv } frvk.. fl� F jV�J .. "t jy 3 N 1'1^, v"I I ,:"i",,',;, � ��T41 OWN"' IM" I I E3 M., � � Q � ji � o /s Q t �11j _ - �'� � O v xI-111 11, m M Qj N M W 3 ELEVATION & ' !I ION o 0 1 w IL N U W - 0 I Z m -, V I r� O I€ m a o o = co 11 11, PERM�� Sheet Number. Not For const ruc�r � � . 402 :� j SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880*WWW.SIPSTEAMUSA.COM Engineer Seal: B A 505 505 CONSULTING 35 O TOP OF PARAPET - -I TOP OF PARAPET 35 p„ �T ENGINEERS INC. YYY x 1yq 32'-9" TOP OF PARAPET ` i � LA0 Y � �� F�31 t, i P11d�e: 297.04402 B LL K i F 29f.p997 504 i t�00s<t 10 1 50 t / 4 �_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- -_-_-_-_-__ - C ✓ I � TOP OF WALKABLE ROOF DECK 25'_4, -- ----------- ------------------- ----- [ I i YYY 1 } � 4 � v LEVEL THREE FINISH FLOOR 22--8 114- Ycr TOP OF SIPS WALL c�HOT TUB �� r - I M 20'-9 3/8" 1 iy I i i ..., i N 1 I I I I I (N i i i I > Y i I I I Q -J L_ i i I i I I L Y i I i i i N M L � � � 06 AA'' I W I I \ m 1 I W C cuZ 1 11-0" LEVEL TWO FINISH FLOOR i i i c Q LEVEL TWO FINISH FLOOR - 1 I I �€ I C I BOTTOM OF CANTILEVER I i BOTTOM OF CANTILEVER 9'_pl, -------------------------------------------------I---------------I---------------------------------------------- t'j �_ a I NO.: REVISION: BY: 1 1 1 1 1 1 1 LEVEL ONE FINISH FLOOR LEVEL ONE FINISH FLOOR A TYPICAL SECTION VIEW � m� 501 SCALE:3/16"=1'-0" M ai 0- m N � MoaLj is E W�oz t0 W in W � N N = ,� N N N E-q>-'o 0- E E Q- wwcoo a, E t dl - WWF (� a ~OzmoO A T- I coypu to W 504 _M rn =f-a'OO 1 N e'') , �O;a0 601 N �0j 622 M 00 az�< TOP OF WALKABLE ROOF DECK --------------------------------------------------------- N N M r 25'4.. z Q r-------- ------ C .�c~n zu.? i -- ---- ----- a O ~w}gym 23'-6" TOP OF PARAPET a c�3z s L LL — W c/J SS' ux ODW zz go 15, p ; s ,4 C C S W C7 a s N M C yd - W W 1„ 0. m Z W t c W a 1. _ } o K: v I-a e N v a ca W .t-. > O S W Z- F e J ! O � (� O = Q I v� -ate i to a a � Q i X z S M� g d 'Y✓p '%Yz`• aro I t ! i t t. W LEVEL TWO FINISH FLOOR t � � � O BOTTOM OF CANTILEVER o m Z 9 O ------------------------------------------------ --------- Q 4-1/2"SIPS SHEAR WALL ' ' M I 1 , , r 0 0 O IL N 5 1 c/) 1 O LEVEL ONE FINISH FLOOR o ui ---------------------------------------------------------- z m F SET ago = co B TYPICAL SECTION VIEW Ot For ConstructionSheet Number. 501 SCALE:3/16"=1'-0" 501 I i SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880*WWW.SIPSTEAMUSA.COM I I En ' al: I I 1 s CONSULTING r sH/ SIPS sot ENGINEERS INC. I TOP OF PARAPET - - - I TOP OF PARAPET TURAI.B CNII ENWNEERS 35'-O.. 35-O 111 11 " " 3494 Martin Hurst Road i Tom, FL 32312 z Phone: 860&Zmn BOTTOM OF OUTER SIPS HEADER r -� " ',�,-Y, �Elf r Fax 850.I I 11 11 'lli Y`^: .f,>u ,". .i�' C 3, � Y j E.,. �✓s>n'Y ✓. X ,b T :,T. n it ,+ "r ✓ M .Ir 1G IVB %? ;° i + � z +� I'll / ( a r l �e.+e 111 .rS, 3. � ,nv.,➢a 3 ..F k' 1 w a ..,., t C::: ;' Gk f yy 11 , ) � t f �„ j __..._ -.-I ( Ei ✓ ,. - , .,''r ':, •.q" mat- s�. n; { , !a� f .•I r , LEVEL THREE FINISH FLOOR — TOP OF SIPS WALL 22-8 1/4 �� , , 2 2 6 3/4 1 { r 1 r: a+ , k, :. z �a : 1 r . ':`+r t r': +t +c r e r �,,:. ,,: i C i r, .t'k 1+: 1r -�: SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880*WWW.SIPSTEAMUSA.COM Engineer Seal: - 35'-O" TOP OF PARAPET TOP OF PARAPET 35-0-- CONSULTIENGINEERS INC. - a TOP OF PATIO ROOF WALKABLE ROOF 33'-4 3/4" STRUC?URAL 6 CML EWINEElts ", YY 3494 Martin Hurt Road 4g Talatlassee, FL' 32312 �€ P w*: 8=297.0440 d tF" :287.0697 I II } E5 9 � #671b ` y R . , P.E. r TOP OF WALKABLE ROOF DECK 25'-4" r �� L ss � 77 .,Y'w r� .a.�gha r- frx•: � x'�rr TOP OF SIPS WALL @ HOT TUB & 20'-9 3/8" iCr 1 I t M €� V 04 .. _ .... N > N Q J I LL ' r ,�( U ....-.._._ ___ �...._._ ___�._.... .....__.-_. . _ ti- �� m m LEVEL TWO FINISH FLOOR - �' CO LEVEL TWO FINISH FLOOR � "� i i I z BOTTOM OF CANTILEVER BOTTOM OF CANTILEVER � € � YYY i � C 0 Q€ t5 m a i NO.: REVISION: BY: € , OL 0 LEVEL ONE FINISH FLOOR L LEVEL ONE FINISH FLOOR ------------------------------------------------- ----------------------------------------------------------------------------------------------------------'------ 0 A TYPICAL SECTION VIEW 'I O3 SCALE:3/16"=V-0" C w� v G00 0 oo 0 m g! S ($ cd a isC14 :3 E woowz �j 0) N (5w W: N N 'w >-u 0 N (V i- > �' a E a E t 'N w�wa� �j d 0zmo0 z¢=4� -p cncnpu2w C �Ha69a CD CO !!- 00 la M '- LLOuyaF� N -a;Z.y N •�� UQulwO O N v,�2wZ - p r-X<W0 N NcnzCO F- r¢ .p 'a Ca �zcnmo Z5 Z N � � Z. co m a c=aw(0°-� 0- m c 22ZT W M 0.JWwW M O Z F- C F- -a j 0 ip 3 X zaa75 M -0 O awe C m craw ` coo yw U) c� a I w a >cra 3 M N O m I C c I I� I PERMIT SET o • e o o i NC�i. FQ+1 C�,J�i T�7W u4ri"�®A, Sheet Number: 503 SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engi 12-1/4"SIPS ROOF PANEL CONSUiLTING ENGINEERS INC. i STRUCTURAL&CML ENO(NEERs Tatiahasse�e. Fl 32312 3494 Martin Hurst Road Phone: 8501237.0W I < Fax .297.0697' k ng .mn 6. . .#8710 3�_61f 4f_0If a._6.. . P. BAR 0 49OW I , I f 4 PLY 14"LVL w/2x E 4 PLY 14"LVL w/2x M t� LUMBER ATTACHE 3 PLY 11-1/4"LVL M 0 LUMBER ATTACHED TO RECEIVE ROOF PANEL E TO RECEIVE ROOF PANEL V N C = N G M Q J L E LL 0 0 06 W {~ � mm N . ... .......... ................................_.__. ...___..�.�.. __ ._. . ._.:_.. . .�_..... .__ .._.�_ .._ _.. _..�.._�_.__ .. _. . .._......._ .... ..._..._ CO t1 .L ccC Z o Q f '� f € Q ..__._._. ._ . ._.. ....._ - . .._._._ ____ _._ - _._ I m j a NO.: REVISION: BY: i j I I I 4 PLY 11-1/4"LVL BEAM BEYOND A SECTION @ HOT TUB 12 1/4" PANEL BEYOND OT TUB �OD 0 wo `7 - .___r_________-__________.._______________-_..-__ ____.._______________ ao m � � z� . . ,_ egg r- (a D 504 SCALE: 1/2"=r-o° ' `�' � o -jN E U, --j==------------- -- v aysw waWz� N N +� H }LL a v fl. w 0 ca a oz `, a n-------==c= 'r------------- 1 U z q I Cn ` -"- --------- 11 -p tntn08 12 1/4 ROOF PANEL „ C CD cnH"X " PLY 11-1/4"LVL BEAM _-_____ _-- - " ____________________ M U- co WO -j _M OD 117 11 -° z� z I 77 7 _ N a O ca —►g2z� rt � cmc 20'9-3/8" TOP OF SIPS WALL HOT TUB -- ----------------- ------ ---- - -_ ------------------------ - 0 F'w)-wp --- ----------- ------------------------- --------------------------- fil O ° z m q 3 PLY 11-1/4"LVL BEAM N ` "z 5 ')w N C C� �oazz ? OTTOM OF 14"BEAM BEYOND c6 to �_ (5 rwn Cn a rn a- M zWTWwLo'- w aJWP= 8-1/4"SIPS WALL PANEL---,,,,, m w z o�� }, r S2Q�O N io°� OPS `n x zn-a5: 4 PLY 14"LVL HEADER - o m g w 0 N a is cnQw CO _ tY C') N _b W m j � > o j 3 O i 3 CD > ii o to T i o0 O a N V N 3 � I EmilO S4 m Z mE p 0 3 m` m B SECTION @ HOT TUB PERMIT SET Sheet NumbbL ala ±er: 504 SCALE: 1/2"=1'-0" Not For Construction 504 i I SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880*WWW.SIPSTEAMUSA.COM OSB SKIN Eng"I: 2x COMMON FRAME ( 10"SIPS SCREWS&1-1/2" - BY OTHERS)SEE DETAIL WASHER 12"O.C.w/1-1/2" CONSULTING /506 2x TOP PLATE EATION INTO ENGINEERS INC. • 12"SIPS SCREW&1-1/2" so ucluRAL&CML ENWNEERi WASHER 12"O.C.w/3"min. 8-1/4"SIPS ROOF PANEL 34 Martin Hurst ,r'i� PENETRA ON INTO . TSSt',e, FL 32312 DBL.TOP PLATE 2x COMMON FRAME licine: 6 :97.0440 (BY OTHERS)SEE DETAIL F gg7 p 3/506 ' www. 8-1/4"SIPS ROOF PANEL •� 16"SIPS SCREW&1-1/2" 8 X18710.. WASHER @ 12"O.C.w/3"min. FACTORY INSTALLED 2x LUMBER PENDBL. T TOP PLAP INTO GLUED AND NAILED w/8d DBL. TE _ RINGSHANK NAILS @ 6"O.C. 4 ' OSB SKIN _ DBL.2x TOP PLATE GLUED FACTORY INSTALLED 2x LUMBER GLUED AND NAILED w/8d &NAILED WITH 8d RINGSHANK >.•"` RINGSHANK NAILS 6"O.C. NAILS 3"O.C.STAGGERED @ ((cc�� BOTH SlDES(TYPICAL) 12 1/4"SIPS ROOF PANEL � cr 8-1/4"SIPS WALL PANEL M C DBL.2x TOP PLATE GLUED V N G &NAILED WITH 8d RINGSHANK _ cf) NAILS @ 3"O.C.STAGGEREDY BOTH SIDES(TYPICAL) Q LJ INTERNAL GUTTER SYSTEM .N t L Y M V 06 m N (D ti m L 8-1/4..SIPS WALL PANEL00v N "' c INTERNAL GUTTER SYSTEM Z E Q &1-1/2" 6"SIPS SCREW ROUND 0 WASHER w/3"min.PENETRATION INTO LVL BEAM DBL.2x BASE PLATES w/1/2"THRU BOLTS 0 h V 12"O.C.STAGGERED c t5 m DBL.2x BASE PLATE GLUED < 0 LED WITH 8d RINGSHANK �.,`• &NAI SIPS WALL PANELS GLUED NAILS 3 O.C.STAGGERED a LED WITH d RINGSHANK HANK [D ,;, &NAI I 8 IGS BOTH SIDES(TYPICAL) NAILS 3"O.C.STAGGERED DBL.2x TOP PLATE GLUED . : &NAILED WITH 8d RINGSHANK BOTH SIDES(TYPICAL) NAILS[�3"O.C.STAGGERED NO.: REVISION: BY: BOTH SIDES TYPICAL 3/4"SUB-FLOOR— 16"STEAL BEAM 12"SIPS S[�CREW&1-1/2" DBL.2x TOP PLATE GLUED ENS TERA'lION INTO LVL BEAM &NAILED WITH 8d RINGSHANK NAILS @ 3"O.C.STAGGERED 4 PLY 11-1/4"LVL MEAM BOTH SIDES(TYPICAL) 8-1/4"SIPS ROOF PANEL ` FLOOR TRUSS BY OTHERS----"<' 4 PLY 14"LVL MEAM FACTORY INSTALLED 2x LUMBER i GLUED AND NAILED w/8d to 0 RINGSHANK NAILS @ 6"O.C. �ap Ea OD � ` 'a coo V t6 N 0 r 4 PLY 18"LVL BEAM 4 PLY 18"LVL BEAM @ 8'-0"O.C. A = a�o Uj z 3 PLY 1-3/4"x 14"LVL BEAM m to " v to w wyww� i tV w �1LLLL DBL.2x TOP PLATE GLUED „ 0 IL i--_' o LL o m � CL 8- /4 P 0 E x'55 w-jLu &NAILED WITH 8d RINGSHANK 1 SIPS WALL PANEL U �¢`�4 NAILS 3"O.C.STAGGERED y -a ~ Z cn o 6 w BOTH SIDES(TYPICAL) '', ap w H a c 0t2— M tb T-00 I C �co� U�z�W N w0uzwCL< 4 PLY 24"LVL BEAM N s~» ? Vr vrncnz>-t¢- 6-1/2"SIPS WALL PANEL ; N N W o zr ,0(! �zcm0 N a`2 Z 0650 w t6 '� 0,cna m DBL.2x BASE PLATE GLUED DBL.2x BASE PLATE GLUED N o ~ _ &NAILED WITH 8d RINGSHANK &NAILED WITH 8d RINGSHANK 16 m m c>a z o J NAILS 3"O.C.STAGGERED NAILS@ 3"O.C.STAGGERED N -CD i�0 H Q S ti oc> BOTH SIDES(TYPICAL) BOTH SIDES(TYPICAL) p a N a0_ 5/8"ANCHOR BOLT&2"SQUARE 5/8"ANCHOR BOLT&2"SQUARE O ¢ Jwjx WASHER W/4-1/2"min EXPOSED WASHER W/4-1/2"min EXPOSED c m n.,, a ABOVE SLAB. ABOVE SLAB. co O =,)w 5/8"ANCHOR BOLT&2"SQUARE WASHER W/4-1/2"min EXPOSED N a 1/2"P.T.SILL PLATE 1/2"P.T.SILL PLATE ABOVE SLAB. W .. iY DBL.2x BASE PLATE GLUED _ &NAILED WITH 8d RINGSHANK b NAILS[M 3"O.C.STAGGERED -' I BOTH SIDES(TYPICAL) ;; i CONC.FOUNDATION i i CONC.FOUNDATIONcc�n BY OTHERS i i BY OTHERS 1/2"P.T.SILL PLATE 3 N �. a> N C -------------- -1^----- o c •0 I CONC.FOUNDATION c BY OTHERS a N v A WALL SECTION @BEDROOMS B WALL SECTION @DINNING/LIVING ROOM WALL SECTION @GARAGE DOOR o a m z 0° o p 505 SCALE: 1/2"=1'-0" 505 SCALE: 1/2"=1'-0" 505 SCALE:1/2"=1'-0" Q o m a 8 o = rn Sheet Number: PERMIT SET I Not For Construction 505 i ' i SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engineer Seal: _ CONSULTING ENGINEERS INC. WRUCTURAL&CML ENGINEERS 3494 Martin Hurst Road Talahassee, FL 32312 Phone: 80.297.0440 Fox RM bQ7.0697 j www 'neerin�.oan B. vW9710 P.E. E. 0 4 3 Cr CV)ch0 U N 2 12"SIPS SCREW&1-1/2"WASHER Qj ch Y j @ 4"O.C.w/3"min.PENETRATIO INTO DBL.2x TOP PLATE 0 Q J i 8-1/4 SIPS ROOF PANEL •� 06 C13 (D sRa11 11 CO •L - -- - - U - -- -- - -- - -- - -- --- ---- ---- ---- ---- ---- ---- r�rcc1 I M -- - ------------- ---- Z 111111 1 1 II C 111111 11 111111 1 1 11 O ' 111111 11 111111 1 1 11 'tv '. 111111 11 11111 1 1 11 tv 1✓ 1111 11 111111 1 1 C DBL.2x4 TOP PLATES " " " " w L .1' 111111 11 111111 1 1 11 11111 11 1 1111 1 1 11 � 12"SIPS SCREW&1-1/2"WASHER ; , , , ; , , , , _ Q -------- 12"O.C.VERTICALY w/3"min. 12"O.C.VERTIC 2" w/3"mm. ___________ ;; 12"SIPS SCREW&1-1/2"WASHER PENETRATION INTO 2x LUMBER NETRATION INTO 2x LUMBER o 11111 111111 11 11 111111 11 ; 111111 � � 111111 11 a 111111 111111 ^ i ' ' ill � � 111111 11 1 NO.: REVISION: BY: �. 111111 11 111111 11 111111 11 111111 II -1/4 SIPS WALL PANEL ' 111111 11 111111 II 8-1/4 SIPS WALL PANEL---- 11 1 111111 11 111111 II 111111 11 111111 II 111111 11 SGL.2x4 SPLINE 1111 11111111 11 111111 11 (6)2x4 STUD PACK-,,, 3)2x4 STUD PACK 111111 11 111111 11 111111 11 111111 $$ 111111 11 111111 11 /� r-A• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � �* 111111 1 11111 11 :. 1111 1 111111 11 � �� 111111 11 111111 i 111 1 ' 111 ' ' 1 ' 1111 11 111111 11 O E 11111 I 111 1 W 00 O Uz� 11111 11 111111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E'-!5:5 (6)2X4 STUD PACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ca 11 04 � c Lo v'[ x,' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N nI .G 111111 11 1 11x1 1 1111 11 111111 1 W W •V \ w p W z •` I"I /�, r LL�,{,. 1 1 1 1 1 1 1 1 U •A,r 2 �J W of j (D \��I N p d � 2LW W p�.... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E = 15 W Z 111111 11 111111 II 111111 11 111111 II U O 0 1 1 1 1 1 1 1 1 1 1 1 z<'=O �*• 1 1 1 1 1 5/8"x 12"ANCHOR 1 1 1 1 1 1 I I �W�� Oa t ='fni- BOLT @ 20' O.C. 'o n __0 w 1 1 1 1 1 1 1 1 1 1 1 I I IR V y H a d 1 1 1 1 1 1 /�� I I 1 1 1 1 I I 1 1 `r O �� 1 1 1 1 TOTAL F 8 min. 1 1 1 1 1 1 1 1 1 1 ../ 111111 (TOTAL ) 11 111111 11 2 SIMPSON STHD14 " ; ; " " " " �"�.- LL o-,0 8 oo =a�o0 �/� 'n z EA.END M � Q ' 2 SIMPSON STHD14 DBL.2x4 BASE PLATES ; ; N M Z ug w w 1 1 1 1 1 1 1 1 1 1 1 END . Z 111111 11 111111 11 J 1 1 1 I I I 1 1 N fhb LL 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I .O >m ____ ______ ____ ___________ 43 ----------- ----------- ----------- ----------- �¢mF- O rn(7 �zu,mo ------------ ------------ ------------ - ----------- ---- 1/2"P.T.PLATE v� dj z C C 65 S2 Uw, p �pazz COMCRETE BY OTHERS-: 3-,0 0- a c rwLU�<wa co 0.0 J�.2 m `(' wp'zO9,OJ — J U) w0,0 A SECTION VIEW 0 LAUNDRY ROOM SHEAR WALL = o 5 0s Ohm o 506 v craw ` t� 0 =Nw i ,<< CO N o. rn w 0 M 00 m O PERMIT z m 2 ` SET � � m Not For Cons a o o I Construction I' �Ct I Q n Sheet Number: i 506 i i 1 SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880*W1NW.SIPSTEAMUSA.COM j I Engineer Seal: I i I _ i CONSULTING NGINEERS INC. L a CML ENGINEERIII Martin Hurst(toad hass�:*, FL 32312 850,2 .0440 Fax W.29 . 7 ww .barkl"o .00m B.P.E. 10 DOLK 61441113 16"SIPS SCREW&1-1/2"WASHER , INTO DBL.2x TOP PLATE .5 j @ 4"O.C.w/3"min.PENETRATION_\ 12-1/4 SIPS ROOF PANEL ch it M i V N � v Va) M,aw t ` Y -- -- - -- - - X: :T:- ---- -- - -- - -- - - - ---- :T:- -- - ---- ---- --- ---- ---- ---- ---- ,-,iii `ti/ r , , -- -- - -- - -- - - , / w m m 00 U cu Z Rf C W 2 12"SIPS SCREW&1-1/2"WASHER ,. „ 12"O.C.VERTICALY w/3"min. . „ . . „ PINETRATION INTO 2x LUMBER w00 ia. 8-1/4 SIPS WALL PANEL NO.: REVISION: BY: SGL.2x4 SPLINE „ - , i (6)2X4 STUD PACK ; ; ' ' , � � , ' ts,co m'z� � 2x4 STUD PACK V ,a5 X " N E W WwwWOz N W of w Im z U_ cL ,,, ,, U a Ozmar- " S/8"x 12"ANCHOR BOLT '' , , , ,, , @24"O.C. zaxoa'0 -0 , `na�a�iw_ (2)SIMPSON STHD14 (2)SIMPSON STHD14 ao u�►-a a EA END END oa0 xacn�o DBL.2x4 BASE PLATES ; , , , , , ch H O 0- U. „ - 00 C�QQ`ryJ 1/2"P.T.PLATE F iiiiii 10.3k D 01M Zaudlwj ��-'-'- -------------------- --------� � , ,, , ,, UP OR DOWN _ �� ------ N N tgWmwO 0 F ir4m� n-z�mo �- v mczH CONCRETE BY OTHERS N 4 o w a)w w c C'� iWW 0 N N'c D' mm �z=m yw y > w00 w m z Ox m O�zO~ 5 — OUR i!'or=� N p r-OP 6 A SECTION VIEW @ MICHANICAL ROOM SHEAR WALL M '' ZE 507 _ m a� N X < a<o a. ti cn<W =cam a r- (1) N i i tL Q II GO N r M tU c O O 0 i a N U V i co O T E O m O PERMIT SET a o o Sheet Number: l Not For Construction 507 SIPS Team USA PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM 10d BOX NAILS(min) @ 4'O.C. E r Seal: I 3/4"T&G PLYWOOD FLOOR or r TRUSS BEYOND ENGINEERS CONSULTING C. --------- --r, -- ---- --- --- ,,,. RAL a cnnL ENGINEERS � " 3484 Martin Hurst Road TaMat>ass� FL 32312 12"SIPS SCREW&1-1/2"WASHER 8 �l.".NC7� 12"O.C.VERTICALY w/3"min. ax NETRATION INTO 2x LUMBER 0 ,1„ C. 1/4 SIPS WALL PANEL .t311RKLEY,IYIS, P.E. -777 , 1 1 i 1 1, 1 1 ken -1/2"SIPS SHEAR WALL - i II11 1; 11 M 0 , ill 1, 11 M „ 1 , (4)2X4 STUD PACK ; '; ' '' ' ' 4)2X4 STUD PACK tJ N M A, 1111 LL N m tv w 0016- sill , , , i W SIMPSON STHD14 v u� (� EA. SIMPSON STHD14 Z EA.END 111 , 1111 C C o 5/8"x 12"ANCHOR BOLT 5/8"x 12"ANCHOR BOLT ' '' ' ;' '' c w/6"min.EMBED ' ' '' w/6"min.EMBED DBL.2x4 BASE PLATES ... o --- --------------------� __��. .' 1/2"P.T.PLATE a NO.: REVISION: BY: ONCRETE BY OTHERS A SECTION VIEW @ 2nd FLOOR BATHROOM SHEAR WALL 12"SIPSSCREW&1WASHER 8"O.C.w/3"min.PENEENETRATION INTO DBL.2x TOP PLATE 508 1/4"SIPS ROOF PANEL i rsi,= �y�� `w 4-M W o Z 'O COV tm-` g n r--- ---- ---- ---- ---- -- -- - ---- In d� �LLa 1 „1 ---- --------- - --- - w 20 - - .V W Q N N wLu�wwzd 11' N 2 lull 4 PLY 1-3/4"x 11-1/4" v N }, Q} n 11 ; 1 LVL B .�Q 4 o Fa LwL' m 111 1111 E -c 'Fa i , 1 „ (4)2X4 STUD PACK 0 4' ozm 4)2X4 STUD PACK U z¢T S 01 o (4 SIMPSON HTS20 TWIST TRAPS EA Q SUPPOR / 00_ 1' Ln a Illi � , „ M co �woS2F 8-1/4"SIPS WALL � � �� , , ,, , , , CL 111 11 II 1 , „ `_ LLQOO(j) J CD Q„2= 111 11 1111 A. �Vjy�' Ug�LOW ` Y) Z Q LOW 1,0W Z ,, , , 4) O � sAZ>-Q 11 11 1111 4' 2 I/2" 4,_ „ 1/4"SIPS WALL a' � o t-w<w`a 2 I/2 N N cnwmJO o tm(7 a•zNmo ; 11 3z� � c 6 O W W 41/2"SIPS SHEAR WALL V/ a z , � , � . 1 1, 11 c ,c -o 0, z xWat) IZ mZ �zWWw C W SQL❑ .i 1111 „ , 1, 11 70 ' U Q U�µ�ZO~ W _J W N 00x>OP L d U V k Z'L-IS > aI ¢lJ 8"SIPS SCREW& c a- a 1-1/2"WASHER 8"O.C. 2 _, 14-—w/3"min.PENETRATION 4- T- H To „ INTO DBL.2x TOP PLATE !n N d 1111 „ 11 111 1111 11 11 1111 W 1111 1 , 1 , 1111 Q jr I , 1111 11 , � , 111 � � \ _• I � W 11 , 11 11 1111 M r ____ � m r Q 0 Ll CL N 4 4SIMPSON HTS20 TWIST 4 PLY 1-3/4"x 11-1/4" RAPS EA.END OF BEAM LVL BEAM o ( ) c m B SECTION VIEW @ 3rd FLOOR BEDROOM SHEAR WALL 8heoet a 01 508 T Not For i Construction 508 SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880*WWW.SIPSTEAMUSA.COM 4 PLY 11-1/4"LVL BEEngin S @ 4'-0"O.C.(TYP) CONSULTING 12-1/4"SIPS ROOF PANEL SIPS WALL PANEL ENGINEERS INC. iTRUCRJRAI 6 CMl ENGINEER& GYPSUM WALL BOARD ��M8rhn cunt Road 4 PLY HEADER (BY OTHERS) X2312 DBL.2x TOP PLATE FACTORY INSTALLED ;- FACTORY INSTALLED 3'-S" phi: !$ i GLUED&NAILED w/8d RINGSHANK NAILS ELECTRICAL CHASE 0440 @ 3"O.C.STAGGARED + STD 110/220 '$7.0657 Xa \ xt � -,-�=- -�` -"e ar• �,- --- ww SWITCH/OUTLETw Opfli k 6:P 710 a SIPS WALL PANEL TOP PLATE TO BEd e SURFACE MOUNTED FIELD NOTCHED T '. DOOR ELECTRICAL BOX P RECEIVE LVL BAEM ;;'� �`� �� OPENING 1> DBL 2x LUMBER SWITCH/OUTLET GLUED& NAILED w/8d 't ' L ! .•� - RINGSHANK NAILS @ 8-1/4"SIPS WALL PANEL - 3"O.C.STAGGARED FACTORY INSTALLED ELECTRICAL CHASE i. STD 110/220 _ ` SEAL CAVITY AROUND 4 PLY 2x LUMBER e• µ o< BOX AND WITHIN ELECTRICAL (FACTORY INSTALLED) DBL 2x BASE PLATES '; GLUED&NAILED w/8d FIELD INSTALLEDCHASE WITH EXPANDABLE cr a�e'o��;I FOAM SEALANT M Q RINGSHANK NAILS a V cv)N C @ 3"O.C.STAGGARED G LOW VOLTAGE Qj> M Y LLLL Y N �° a o 1 WALL SECTION 06 SCALE:3/4"=r-0" 2 HEADER SUPPORT DETAILm m SCALE:3/4"=1'-0" 3 WALL SECTION1 ELECTRICAL @ SCALE:3/4"=1'-0" ~ 601 601 CD .cu I ! o Z Q � �I € UTILITY PENETRATION Q m FLASHIN E NOTE TO CONTRACTOR: a ALL CORNER WALL PANELS WILL BE SHIPPED WITH NO VERTICAL LUMBER INSTALLED ONOUTER END FILL VOID WITH NO.: REVISION: BY: U TMENTNESSAR OF ECY T ADO MATCH FOUNDATION FILL 8-1/4"SIPS WALL PANEL j J SPRAY FOAM 2x LUMBER(FEILD INSTALLED) "! SIPS ROOF PANEL GLUED WITH"GREEN"SERIES i, HIGH PERFORMANCE ADHESIVE - &NAILED WITH 8d RINGSHANK (4)2x LUMBER l l u _ NAILS @ 6"O.C.BOTH SIDES ° APPROVED SIPS SCREWS USE"GREEN"SERIES , " @ 12"O.C.VERTICALLY(TYP) HIGH PERFORMANCE ADHESIVE 1..min ON ALL WOOD-TO-WOOD CONNECTIONS c z ro E w < V m ' USE"GREEN"SERIES HIGH PERFORMANCE ADHESIVE `_S g 2x STRUCTURAL AND SEALANT(SUPPLIED)AT ALL NOTE: (6 l6 LUMBER(TYP) WOOD TO WOOD CONNECTIONS 1. RECESSED LIGHT ARE mN o ui NOT ALLOWED IN PANELS. E ww I o z 12" max v ca w�wwz FASTEN SPLINES 2. PROTECT EPS CORE FROM `N N :� ►--'>-LL 0- 8 1/4"SIPS WALL PANEL WITH 8d RINGSHANK NAILS WITHOUT BLOCKING TEMPERATURES OF 160 deg F OR E `''p- w w o co @ 3"O.C.STAGGARED(TYP) ABOVE. USE ZERO CLEARANCE E t'N w w INSULATION MATERIAL DESIGNED o [L 1-='f-° ~ FOR HIGH TEMPS AS REQ-D. U z¢i o 'p n tocno�w 0 w of M v- �0-V 0-00 -5 w Go u'n:z�< 4 WALL CORNER CONNECTION DERTAIL0) (FOR REFERENCE ONLY) NOT TO SCALE .IVM zd�zw, SCALE:3/4"=r-o° 5 WALL SPLINE DETAIL @BEAM LOCATIONS SCALE:3/4"=r-o" 6 ROOF PENETRATIONS w O 2 t Zcc z 601 601 601 t7 `0 <w m W (7 2-z,)CQF O Z5 -0 OwozLo z C C � iWw�o wW co 0- m .0 Z2 2 w 8-1/4"SIPS WALL PANEL C w c N w i APPROVED SIPS SCREW -a o aVH Q16d NAILS +- > m o-�"�'_ FROM OUTSIDE @ 12"O.C. NOTES: DBL.2x BASE PLATE GLUED ca — t,o o z N &NAILED WITH 8d RINGSHANK u 8"O.C.STAGGERED 1. FACTORY PROVIDED ELECTRICAL 0 — Go _ o 0 CHASES ARE STANDARD 12", 19"&44"O.F.F. C T o �-o r-5 v NAILS(� E O.C.STAGGERED UNLESS PRIOR ARRANGEMENTS HAVE — +-� t` D a L o BOTH SIDES(TYPICAL) SIPS WALL PANEL BEEN MADE WITH SIPS TEAM USA to X z a a 5 �- 2. PANEL INSTALLER SHOULD FIELD DRILL 3 C m 8<0 w m STANDARD INTERIOR AND MARK EVERY ELECTRICAL CHASE. �j — w F 0- 5/8"ANCHOR BOLT&2"SQUARE ' WALL FRAMING 3. FOLLOW LOCAL CODE REQUIREMENTS i tO O x v- WASHER W/4-1/2"min EXPOSED FOR ELECTRICAL INSTALLATIONN a 1' ABOVE SLAB. VERTICAL SPLINE �, 4. ALL PENETRATIONS ARE REQUIRED TO BE FOAMED IN PLACE AFTER ROUGH IN w VERTICAL WIRE CHASE ELECTRICAL IS COMPLETE. @ EACH WALL SPLINE ;+ 1/2"P.T.SILL PLATE EACH SIDE(FACTORY FIELD DRILLED w INSTALLED) ) + TOP PLATES + m 11 CONC.FOUNDATION SIPS WALL PANEL + + BY OTHERS + „ M " SIPS WALL PANEL N HORIZONTAL ELECTRICAL •M CHASE(FACTORY INSTALLED) - .�. 0 0 STANDARD INTERIOR , ' WALL FRAMING (BY OTHERS) FIELD DRILLED BOTTOM PLATES d ;; Al Z m Lo a o t° 7 FOUNDATION CONNECTION DETAIL C o = 601 SCALE'3/4"=r-0" 8 INTERIOR WALL CONNECTION DETAIL NOT TO SCALE 9 STANDARD ELECTRICAL CHASESSheet Number: NOT TO SCALE 601 601PERMIT SET 601 VA vI SIPS Team USA*PO Box 7085*Bainbrid a GA 39818* PH 229-246-8880* WWW.SIPSTEAMUSA.COM Engin I OUTER OSB SKIN j FASTEN w/8d RINGSHANK j7ALr&&r I OSB SKIN NAILS @ 6"O.C. CONSULTING I 2x COMMON FRAME DOWN SPOUT w/2 10d NAILS @ EACH STUD STRUCTURAL&CML ENG VEERS 2x8 TOP PLATE NAILED ENGINEERS INC. j BY OTHERS SPECIFICATIONS ATTACH MANUFACTURER INNER OSB SKIN 3494 Martin Hurst Road SCUPPER FASTEN w/8d RINGSHANK NAILS @ 6"O.C. TaNat►assse, FL 32312 ,F Phone: 8` ..97:0440 12"SIPS SCREW&1-1/2" ROUTE TO RCV - Feud 850 97.:7897 WASHER @ 12"O.C.w/3"min. DOWN SPOUT 2x4 STUD 1AIWIiI. PENETRATION INTO luouH.P #t87�10�•� DBL.TOP PLATE 2x4 BOTTOM PLATE NAILED 8-1/4"SIPS WALL PANEL 1 1 &1 10d NAIL @3"O.C. ' w/2 10d NAILS EACH STUD 8-1/4"SIPS ROOF PANEL STAGGARED TO SIPS BARP%gY, PS ROOF PANEL E.#490901' FACTORY INSTALLED 2x LUMBER GLUED AND NAILED w/8d (4)2x LUMBER SPLINE I 8-1/4"SIPS ROOF PANEL RINGSHANK NAILS @ 6' O.C. Clt p, j DBL 2x TOP PLATE DBL.2x TOP PLATE GLUED USE"GREEN"SERIES &NAILED WITH 8d RINGSHANK HIGH PERFORMANCE ADHESIVE 2x4 BOTTOM PLATE NAILED NAJLSBOTH 3"O.C.STAGGERED STAGGERED'f O DBL TOP PLATE (� ON ALL WOOD-TO-WOOD w/2 10d NAILS @ EACH STUD BOTH SIDES(TYPICAL) CONNECTIONS &1 10d NAIL 3"O.C. M 8-1/4"SIPS WALL PANEL 8-1/4"SIPS WALL PANEL U N M INTERNAL GUTTER SYSTEM WITH 8d RINGSHANK NAILS N > FASTEN SPLINES � @ 3"O.C.STAGGERED(Ti INTERNAL GUTTER SYSTE -0 L - I jIJ) v V a0- 06 in N 1 SECTION @ PARAPET SCALE:3/4"=1'-0" 2 DOWN SPOUT DETAIL SCALE:3/4"=l'i 3 PARAPET COMMON FRAME DETAIL SCALE:3/4"=r'-o" ?� 00 602 602 602 140 co o Z Q N SGL.2x LUMBER SPLINE •2 GLUED AND NAILED w/8d RINGSHANK NAILS @ € SGL 2x TOP PLATE 3"O.C.STAGGERED GLUED&NAILED w/8d RINGSHANK NAILS @ 6"O.C. [�6'O.C.STAGGERED w/3"min. a 11"SIPS SCREW&1-1/2"WASHER � 8-1/4"SIPS WALL PANEL PENETRATION INTO LVL BEAM c k (. SIPS ROOF PANEL NO.: REVISION: BY: 12-1/4"SIPS ROOF PANEL THICKNESS VARIES � 8-1/4"SIPS ROOF PANEL 3 PLY 1-3/4"x 11-1/4"LVL BEAM 4 PLY 1-3/4"x 11-1/4"LVL BEAM 11"SIPS SCREW w/1-1/2"WASHER ft 12"O.C.STAGGERED w/2"min. PENETRATION INTO 2x LUMBER � ,� SIMPSON HGUS5.50/12 FACE MOUNT HANGER. � k SIMPSON HGUS7.25/12 ATTACH PER MANUFACTURES FACE MOUNT HANGER. SPECIFICATIONS ATTACH PER MANUFACTURES DBL.2x LUMBER GLUED& 65 E m z y SPECIFICATIONS N o NAILED w/8d RINGSHANK NAILS @ 3"O.C.STAGGERED — 00 g g •7 q 2 a 4P Y1 _ m w L 3/4"x 18 LVL BEAM In w 8-1/4"SIPS WALL PANEL x 0, 10 w 0 www w z 4 PLY 1-3/4.. N �r w a x 24"LVL BEAM i cL o o m P,� C .N a-w+wwz JLALl G (L ozma~ U o0 -a r.- z<o6w CD v>F-a-n N M Hp0)aa J j 00 LL 00 4 CONNECTION DETAIL @ ROOF SCALE:3/4"=r'-o" 5 TYP ROOF TO WALL @ PARAPET CONNECTION DETAIL SCALE:3/4"=r-o° 6 BEAM CONNECTION DETAIL THIRD FLOOR ROOF SCALE:3/4"=r-o" m LL? 602 602 602 � o W�W m O IN az°nm0 1 L0aZI - N OQ,zz 'co C �LUtwi)dU-C3j a m C 0zsww 8-1/4"SIPS WALL PANEL "-' > M o'`o z= c}iv�Qw ca — 00 F- I 2x LUMBER i o o� c 'c c> 2x TOP PLATE TO SPAN N tap P o f-g U RUEDBOTTOM PLATES CROSS PANEL JOINT -- -- �-�� GL ~ �a�p UED WITH"GREEN"SERIES (ar 2'min.NAILED -_. .__�___ — N x z a.0 S HIGH PERFORMANCE ADHESIVE 6'O.C.AND GLUE L .o o o 8 1/4"SIPS ROOF PANEL o a &NAILED 3"O.C.STAGGERED WP'GREEN"SERIES BOTH SIDES w w HIGH PERFORMANCE m "' ADHESIVE cfl O x y 7"SIPS SCREW WITH 1-1/2" N a ROUND WASHER 24"O.C. ~ WITH 3"min.PENATRATION 3"ROUTE INTO DBL.TOP PLATE 2x STRUCTURAL LUMBER--- FASTEN SPLINES WITH $ Q ROUTE TO RCV HEADER , •_n. Y RINGSHANK E LS 3/4"SUB-FLOOR @3"O C STAGGERED(TYP) 4 �; et WITH TOP PLATES GLUED x SIPS HEADER PANEL "°s•` R "rte WITH"GREEN SERIES k ,° cn .- HIGH PERFORMANCE ADHESIVE 2x STRUCTURAL LUMBER 9 AND NAILED 3"O.C.STAGGERED BOTH SIDES ' SIPS WALL PANEL USE"GREEN"SERIES o T N HEADER GLUED WITH m SIMPSON LBV SERIES OSI"GREEN"SERIES ti HIGH PERFORMANCE ADHESIVE N (OR EQUIVALENT TOP `4 ADHESIVE&NAILED f 4, (TiACH SIDE c L Q MOUNT HANGER) Ali— HIGH PERFORMANCE ) o o 3"O.C.BOTH SIDES a FLOOR JOIST BY OTHERS N v PERMIT SET a 00 RT Not For Construction a o o = w 7 2nd FLOOR CONNECTION DETAIL SCALE:3/4"=l'i 8 TYP HEADER CONNECTION DETAIL SCALE:3/4"=r'-o" 9 8-1/4" ROOF SPLINE DETAIL NOT TO SCALE Sheet Number: 602 602 602 602 l N FILE Copy , w Cityof Atlantic Beach Mitigation Requirements LO • 3 Sec. 23 - 33 : Nwil1 replace palms removed on 1 : 1 ratio. J X= Palms to be removed oLL 41 palms removed of 10' 201 I I I L J 00 N41palm replacements N coGraphic Scale: 1„-10 0y zSee landscapeplan for layout > LL a r, FOUND 1/2" IRON SIXTH STREET ° PIPE, NO CAP I I '8 a' NORTHING 2180500.2 EASTINGo i ( - - - - - o 531162.7 : (409RIGHT-OF-WAY PAVED PUBLIC ROAD) 1 x 12 62 NAD'83 I ASPHALT PAVEMENT * 15.13 I I N • I N U I -- - - - - - - - - - - - I- - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - i - - -1 12'90 13'10 I 13.32 I CONCRETE WALK _ - - - - - - - - - - - - �c- - - - - - - - - - - - - � - - - - - - - - - - X13.52_ _ 14.13 15.00 _ - - - � - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - _ - - - - - a ms to be preserved w/continuous � - - - o- - ,- - -„ - - - - - -,- - - - - - - - - - - x p typ X 8 3 31 14. E 2 57. 98 Remove brick walk 12.69 ' I tree protection O ,� 138 'y% 3.g 14 N83, 1 4 E 20 0 I I FOUND 1 2 REBAR x..:;/i' 2 x O�.O TCONCRE x 13.7 r � � � ' ;=...Iy>:,>: ;. ,.... 1 R TE I / " IRON 0 IRON I 12 �. �� f x 1 / DRIVE - - - _ •60 1 15 51 - - - - -� , u � x .6 1 LS 3129 ' t....... f.r :; 1 1 , TELEPHONE TO CCCL s:k 172.79 CCCLb I J FORMER CCSL i - - - Remove concrete A/C ad 141 12 4 10.3 g 3CK r 3414 ' CABLE RISEF� 01 ,,, :. ;,: .... - -yr I = - - - - - - - - - - - Ig 17 8.8 g g : ��/, a : " 1 89 - - � . I .- M I 4. 27.9 ' s is' i,i •.i .'f's'.....M I � 1 1 9 //� I I - - - - - - -1 .6 . 15.8 I Q 2.7 I 146. 0 9' - - - - W L I II i 3. 0 13.0' - 13.0' I cn ;.; : .,. ;k I cooel z I O Lj - :r ; .._s✓, 1 14. 8 1 136. 0' I � . .., 8 z ° Palms to be1 10 o y I I uF �13 removed, , ;f I 1 0.3' CO 63 I I I 1 I I IV typ• I I I I I \ I 15 I I .� ZO I I � w I `� � ' '��•••'� � �� Remove brick walk I '02 I g'' I� Remove two story residence 1 I I W, P Al- Q' 12. ` \ 'i `;... Li ... yi C by ..i/ f y / s• % iyv% I \- A 0.3' I I I O I I o 0 ��13 8 8 „, ~ .5 .. > y ry . I I Q I \ 14 04 I O ; Z 01 0 I w 5.6 x 7.3 1 1 z x Remove concrete A C adI I ''-' ( I I W _ 0 Q I x 13.3 13.8 x� �� • � x 13.8 X 3.6 %� � �'� � � ` 1 �� p I yZ �J x 12.71 �` 12.70 4"PVC C.O. `� 14.07 I�� rr 14.2 x I x I- - I \ i II -j 5 PALM I �� 1 w 1.2' Ix 15.7 x 15 I I 1 (0 Q0I 31.5 I 4 O 14 6 11.2 I7 9 _ � I WATER X,14.02 \ , 15" PALM I- -- -� \�I u, ��___ - - - - - - �� W I O 13.0 [] METERS I I 7.3' o rn I - - __ _ I 1 1 110.6 7.5 00 : : , ICO TELEVISION 14.18 `�\\ 14 34 I // - - 22.8 - _ yLS 1.5�; I W ( w I I CD CABLE RISER `� / I o j� T I , I L N r 2.7 ❑ moi//aj: 'i i,;. '; ` \ - - - - - JI -_ \ _Lr- - - - - r-- - - - -/- - - - �� 14.20, - >� ,�� \ �6 �� x15.8 Ix 15.7 • I I .. ,n I 11 'x,4 4 09 14.2 7 �=�� i I I III I 11 ` ` - x 15,g I O Remove concrete drive I I Remove concrete (n III I \ . ...<: 1 46. 8' I I I I I • 1�1 G� 11 i Remove I I fi = ";.., - y " ; 4 ' ,3 I 1 Remove concrete retaining wall I II j 11 I one i h \ i I I WOOD ' P AL I I STEPS story I I I Palms to be preserved N I I v w continuous tree protection, ty I I M I� frame I I / p p. I I I I III buildingI 1 I �� 14.03 11 I Woo I I I � I I Rem I D I I I I _ _ _ _ - - - - - -14.59 - - Remove planter - - JI POWER 1 I11 I 1 - - - - - co POLE I I / 16 �.6 x 1 ._ . . _ .. _ I v • ,fei , "1 1 4 y„ Ln ;>., " -I FOUND 2 IRON PIPE y A C PAD D 3.7, '. : y; -..,.r. I I 1/ 12.9 7 x i x. f.; >.;?� 'Y4.3 y I 15. 15 • AL - - - - - - - - - - - - - - - - - ,: _6 1 LB 3 0 13.05 : , :.:...,ys: BRICK 13.8 13.9 �' r: - - - - d- - - - - - - - - - - - - - - - - - ----- 6.0=========f== - ______- 4 6 12.8 I I I5 COLUMn33.99' TO CCCL 171 .70' CCCL TO FORMER C983034'06 " W ' 10 8 118. 7.7 254. 68 2 I� S83°34'06"W 204.65' IRON TO IRON I I C� FOUND 1/2" IRON DO •Cn I I o PIPE, NO CAP ISO I (A NORTHING 2180400.7 D oN EASTING 531171.7 r .0 TWO STORY FRAME a NAD s3 0 �� . RESIDENCE � cfl �? N I WOOD DECK o IV No. 555 I .. Trees Removed Landward of CCCL: Trees Removed Seaward of CCCL: July 18,2013 10 Trees (147 inches) _� .l 32 Trees (474 inches) Site 0' I Demolition I I tion I n � 11 o . Plan Z C-0e2 U) O CilO C1LLI DO a c 0= N �,, N m cn qCIO LL CI I0 2s.00 �Uuf�1EEIvr'R-so• I — Se444'00"W —� ICn I J N N 8 r i0 X N ANGLE POINT 20' 40' CI) 0 t Co =aCID z I v o CL c CIS o rn o OPPOSITE R-50 I I t0 NM N I —� ,., I Graphic Scale: "=20' m 4) .. r . �-= I I Y 1 I ICK WALL I I I c00 p =0 I I - II II - - - - - - 170. TIO STORY FRAME I I STONE WALL HI RESIDENCE I I I WOOD10 ao • I O U DECK I 1 � (n I I I I TWO STORY 1 I A t o I II I III 1 II 1.a D Cl C5 , FRAME I " o •m RESIDENCE 0 r. 1 o ZI ooI15, ACCESS DENT D #N0 -% 'OFFICIAL RECORDS � 0 N PAGE571 O Nn N II I r � I II I 1 No °; PQ z w I STREET PARKING C1j j i mlm SPACES (3) 8' 1 134.7 I a n 1 it I I w 146.72' 1 C• I _ m No�c�wlRa' I oPK i WALL/FENCE N - - I IC (D. NO mm 2180500.2 EA m 1 I co I BENCHMARK 531162.7 156.54' •• LB36AW�na ASPHALT PAVEMENT 00 — _ _ _ _ _ _ _ _ �"�_ �1MOO�D /7""" ( / I �L 22.00' 136.03' — — — — J CONCRETE ALK • - - - - - - - - - - - - - - I WOOD WALK / 1 V I - - - - - - - - - - - - — i I / i%iii ISI •31'14"E 200.00' IRON TO IRON Fa1w�i/Y REM ;I I CONCRETE DRIVE LS 31 172.79 CCCL 0 FORMER CCSL 1 - T�E�LpE�P�HON .* 34.14 TO CCCL ' CABLE �, /..//, F-+ Y I¢ 1 K'" f'/•) i. V 3f fl Z' I ¢ is 50.67' r I ii 82.00 ' I - , — � " WALL/ FENCE rQ I N o GARAGE HOUSE ST FLOOR `III 2= o �.. . _ ( ) O f N F5.00' IN W 54.5rn 6' I rn I` I a N Lj AA O Iw 1IN fr '�Q 42 f "' ONC C.O. 8.29' o T� V I QI 7.00' rn a'• I I ,'/ RIBER o I I W I HOUSE I ' `� DUN A E`+:GRASSES <uDi j f 1ST FL OR I ' D Do ¢. s w -50.67'- 49.00' 50.67 ( ) I 'I �Z V r>- LOT . 49.00' 00' I I r WOOD o rf 132.46' STEPS >.r x _ I D x Eli ll mZf DRY SWALE C wooD •� POWER m C POLE .; f ....c %'' ra•• :FO111D PPE I y sr. 4 Z / s 3618 3 's I V h m Piz BRICK 4"FSA Li <" '.: °r'r+::)t E i%ii✓t. 1 /� GOLM83.99' TO CCC 171.70' CCCL TO FORMER CCSL III (/� r / n U) S83'34'06"W 204.65' IRON TO IRON I �1 • 1 1 o I ow PLNO CAP�O" I WALL/FENCE m m I • ,.� NORTHINGEASTING 5M1r'70Ga r o TWO SR'ORY FRAME I � (� NAD%3 0 LOT . R IDENCE WOOD DECK I °f o ' I � ct N o. 555 Ncu •� I I 0 oSANITARY SEWER TO CONNECT TO EXIST�NG SYSTEM 1 I cn c� I ■ �� Z a, POOL BACKWASH TO UTILIZE FILTER SYSTEM WITH DISCHARGE TO I� + z 17 n cn SANITARY SEWER SYSTEM IJ U) I I C 00 - 142.07 IW n I I m Ln 1 = O 16'.7.74' m o i O r. Z z I it m I ANGLE POINT I� a D I I OPPOSITE R-51 { 0 I I v 01 z I I C) �+ m I I IN 1 I� z � I m I Im CA LI I CD 26.00' N N86 44 W-E • AIONUMQVT'R_51• I JUIy 18,2013 DEPARTMENT I ,—RESOURCES OF NATURAL • I No 72-81-A21 2_81_ MONUMENT Overall Site Plan I C-1 . 1 C51 I I i I II II r I , iI1 o0 p 015' ACCESS EASEMENT .. s I s 11 aN.; ' ��D mo OFFICIAL RECORDS GLUME 7337X� I N `O OIF E571 1 I J ,�' I 141 CY OF EXCAVATION I I I ; I I �-• 1� N II � � 921 CY OF FILL v; 1 STREET PARKING I I , SPACES (3 L ROOF OWNSPOUTS I i 134.78' 780 CY NET IMPORT FILL ; S N N 8 I LO ' N M �( N 2 AN PAVE SURFACES o� 10 zo' � � � Z 146 ' Rt n� oCD 0 TO IN TOWARD DRY .72 `� N SWAL S AND DISCHARGE X i •raphic Sc4le: 1"=1o' m N s TO BE H AVENUE it \� I I I 1 8 � � a FOUND 1/2- IRON i S 1 XT H S T R E 1/ LL FENCE ;�. I -�; � � � 1- NORTHING 2180500.2 EA NG (�0' RIGHT—OF—WAY PAVE P BIC R AD) p u 1 I 'I I c 531162.7 156.54 o NAD'83 ASPHALT PAVEMENT _ ; � I I II N I DRY � _ - _ _ _ _ _ � _ _ _ _ _ - _ _ _ 1 11 1 ' 136.03' 1 1 CONCRETE WALK I \- 22. 0 i - - - - - - - - - - - - - - - - — I 1 SWALE _ _ - - _ - _ _ _ - - - - - - - - - - , 1 r Un . ; FOUND 1 2" REBAR I I z 31 14 E 200.00 IRON TO IRON 1 / L — _ _ CONCRETE DRIVE I LS 3129 1 TELEPHONE-T---..LIMES INV. = 13.00 14 — 16 IIJ �� I I z N �l w .. VC CABLE RISE3 17 12 Pcoo 16 I I i I cn �. _ I I w " II I i 2 - - - - 1 I I IW `' — — — 1 I I w WALL/ L17 I I I z I 110 N U I I U �. FENCE , o N o GARAGE I I HOUSE (IST FLOOR I t o 5.00' I I IQ �.5 6 LLJ LLJ I ! wig , 1 10GOL f M 4"PVC C.O. �-, 8.29 ' ` ` N I I I TER _ C0 �` ILij M RS ` ` CD V 11 • `�. `` TEL SIGN � ; �,, � � II 17.00 CA RISER `��. •�, �� . �. �,,•� �' HOUSE I . ; 17 FL OR)so.67 (1STI ! I I cn � I '�, 16 _ I I I I WOOD � � - 15 �C, — — — 0.00' ! I STEPS ' U _ .� - 11 -� - - ' U 132.46 17 I I I cz ..... �. .�, � 14 DOWNSPOUT (TYP.) 1 �, I � i i pQ 13 ►P ' 4-1. I j ■ ■■� 16 �` 00 11,X) aW Ln WOOD I 15 " I I POWER I FOUND 1/2- IRON PIPE 0 I POLE �� MES INV. = 13.15 1 LB 3848 O , BRICK 6' WOOD FENCE , 4 WOOD FENCE COLUMN I I I I S83°34'06"W 204.65' IRON TO IRON j I O FOUND 1/2- IRON I I � �V PIPE NO CAP WALL/FENCE ' cn 1 1 � CO CO NORTHING 2180400.7 TWO S'TOR Y FRAME w ; I o EASTING 531171.7 R I S I D E N C E N I L N N NAD'83 I WOOD DECK o j j 0 N lo. 555 I o 1 I Z 3 i 0 July 18,2013 O —zi Site Geometry SANITARY SEWER TO CONNECT TO EXISTING SYSTEM 1 I I X POOL BACKWASH TO UTILIZE FILTER SYSTEM WITH DISCHARGE TO I I 1 0 Plan SANITARY SEWER SYSTEM i r -142.07 _ � I C 1 . z 1 til 7A ' i 1 \LlI V LI VL cj `J , 1 p 0 • I 1 ui. n�� I a � �15' ACCESS O N �; N EASEMENT I �� p I I �. � OFFICIAL RECORDS D o VOLUME 7 �� I I W 71 337, PAGE 571 I _` I y .: . - N I _ 1CY0F EXCAVATION Oo 14 o oo 0') 921 CY OF FILL �; I 1 I I I IMPORT FILL ; S N 8780 CY NET R Oqr ALL ROOF DOWNSPOUTS i i N N � M " I 1 Q o� �o zo' c Z AND PAVED SURFACES Z � Z r c a TO DRAIN TOWARD DRY J , I . ELEVA I0NS REFERENCED TO NAVD 8 8 O N °' N ALL > AND DISCHARGE 0 >s I D Iraphic Sc�le: "=�o' m o SWALES N p 1 I TO BEACH AVENUE cn o I � X15.13 I •I I N BENCHMARK ASPHALT PAVEMENT j I I II I - - - - - I- - - - - - - - - - - - - - - - - and DISC LB3672 - - - -I �I W SIDE WOOD POWER POLE Cr] I N I - - - - - _ - I CONCRETE WALK ELEVATION 14.04 NAVD'88 13. 13.32 13. . v 15. 0 _ _,._ - - � _ 2.90 - _ _ _ _ - - - 52 1413- - - - - - x- - - - - - - - - - - - - - - - ., z 12.69 X ` . K\7 - I L - - - -� 1 / C NCRETE DRIVE 15. 0 I x15.6 15.1 i x 12.60 �/ 13.7 x 1 xLUI 1 .3 119 I7 9.3 8.8 9.9 FORMER CCSL ' I I Q W \ TELEPHONE MES INV. = 13.00 CL 14 1s I II z _r- a 12" PVC 14.89 x 15.80 CABLE RISEF� 3 17 . 16 `t 17.3o x I 15 11 '' I�11■NII■1�11� V Lu %K 12.79 `� 6 - tz x n - 17.40 8�� PVC X I 14.88 14 1 1 c II FFE = 17.90 x 13.63 _ E = 17.90 I I FFE - 17.90 17.75 17.90 15.02 17.90 j j 16.8 I I w I I � w 12.97 14.22 .. �. ,�°�..� I I w LL, Iw Y Q ` �✓' ,{ 17.80 `� � �' ,� � '� f ` �' � � r c� .. 4 •, �, `� �I� ' ' �' 17.80 I Q `, c� _ 12.97 14.22 15.36 16.50 17.07 ` Q < ,� , 15r7�' ,� 14.6 13.0 11.2 14.07 I 6 x 12.71 .70 4"PVC C.O. 7 TER x 14 17.70 I 0 M RS �` 1 x i 0 TEL ION 15.28 v 16.12 ` CA RISER , w•. ` I I FFEM-81 .9 0 I ', I •` • �.. . � 16.90 , 4, � �,,� . 17.36 cu 17 x 15. � I I V) I � Qi 16 I WOOD to 15.52 x 14.03 �, - STEPS ` 15 - - - --i - - V 115.09 8 PVC 17 14' I I Cts Z cu DOWNSPOUT (TYP.) I Q4 13 1 16 15 110 14. 1 co 03 1 14.911 x 14.59 x 5.6 I Lo WOOD I - �. 14. x 15 1 I O POWER 1 I I POLE MES INV. = 13.15 I 110 I 15.6 1 12. 15 6 � � 7.7 I 13.4 -x x 12.97 x 13.9 6' W00 F 16.0 4' WOOD FENCE 10• i i 18.2 13.05 � � BRICK 13.8 � ' II COLUMN3.99' TO CCC 171 .70' CCCL TO FORMER C L 01u) 0 .0 ! 1 D •cn 1 1 m J� Y FRAME 0 ! I X TWO S�TOR w 0 r- o � N I cn R S I D E N C E 1 WOOD DECK o I , o 0 . 0 555 1 o I I z z • 3: I C7 July 18,2013 o I z ! I Site Grading & U, SANITARY SEWER TO CONNECT TO EXISTING SYSTEM o Utility Plan oz POOL BACKWASH TO UTILIZE FILTER SYSTEM WITH DISCHARGE TO ( 1 I I r SANITARY SEWER SYSTEMz i I n .o� ' � 1 z O . I I -Z . 1 �� I I uj a_NEW BUiLDiNG/STRUCTURE NEW BUILDING/STRUCTURE NEW BUILDING/STRUCTURE In 30 30 30 30 30................................. ----------- .........4 z m NON-WOVEN GEOTEXTILE FABRIC HAVING MINIMUM WATER FLOW RATE OF I------------------- .................. tm 140 GAL/MIN/SF AS DETERMINED BY ASTM D4491 RO'UND'SU ..........PROPOSED G RFACE(LANDSCAPED) ------- ............'0-;;�FENCE/WALL —-----I....... PROPOSED GROUND SURFACE(IANDSCAPED):: ......................... PROPOSED GROUND I i -- -- -- -------------------------------------------FENCE/WALL _;...... ..........: P=0POjED GROUND 0. FENCE/WALL SURFACE(LANDSCAPED)CONCRETE CURB AND FOUNDATION -------- ...... LL. E(LANDSCAPED) ............EXISTING SURFACE(REMAINING);................ .................................................................... PROPOSED GI[kOUND SURFACE(LANDSCAPED)...........................DEMO) ............... ---- 0 I ..........20 2 0 CONCRETE PAVERi AQUA PAVERS ..... EXISTING SURFACE(20 20 ...........JOINT OPENING VARIES SEE PLAN .......... .....O� ........------------------ 100-YR DEP STORM ELEVATION 1�6.40 100-YR DEP STORM ELEVATION 16.40 100-YR DEf STORM ELEVATION 16.40.100-YR DEP STORM ELEVATION 16.4 r JOINTS FILLED WITH BEDDING SAND I .. . . . . SURFACE(REMAINING)- T—(ASTM #8 SAND) EXISTING SURFACE(REMAINING) NEW PAVEMENT/CONCRETE PAVERS. __ .- - i : . I : - UBE ...... NG/STRUCT---------- 0 CD It CN Cq I1' TO 1 1/2' BEDDING SAND I 11 EXISTING "EX�STI SURFACE(DEMO) A ISURFACE(DEMO) C%j IYrING------1.... ...... 04 ........... ........ ..... Cc CO I10 10 10 10 Cl) U) OD 12' WIDE NON-WOVEN GEOTEXTILE* NEW PAVEMENT/CONCRETE PAVERS EXISTING SURFACE(DEMO) NEW BUILDING/STRUCTURE NEW BUILDING/STRUCTUREJ 2 4 z 0 0 a 0 C 0 56 0 32 0 28 0 34 r_ 0 cc U. 0 0) p NEW PAVEMENT/CONCRETE PAVER\S SECTION A-A SECTION B-13 SECTION C-C SECTI N D-D > - .- m PROPOSED GROUND SURFACE(LANDSCAPE\D) n N> r_ 1 0 > 0 0 NEW BUILDING/STRUCTURE NON WOVEN GEOTEXTILE FABRICIK PROPOSED GROUND SURFACE(LANDSCAPED) NEW BUILDING/STRUCTURE m 0�o 30 30 30 I30 ---------------NEW BUILDING/STRUCTURE I f7 --------------------------(% PASSING SIEVE) FENCE/WALL 04 ;E SIEVE #8 SAND #57 STONE ........ .................. ...........014 PROPOSED GROUND ........NEWPAVEMENT/ SURFACE(LANDSCAPED) ........... ......I....................-1/2' 100 CONCRETE PAVERS A URFACE(DEMO)PROPOSED GROUND SURF�CE NDSCAPED) EXISTING S 95-100 F 01 1/2' 25-60 ENCE/WALL ..........NEW PAVEMENT/CONCRETE PAVERS ....... .. ...................... . ........ ............. ....100 20 20 20 20 20 3/8' 85-100 INo, 4 10-30 0-10 110-YR DEP STORM ELEVATION 16'.40 100-YRDEPST311MELEVAIIIIN-10 100-YR DEP STORM ELEVATION 16.40 I100-YR DEP STORM ELEVATION=16.40 No. 8 0-10 0-5 No. 16 0-5 --------------(REMAINING)BUILDING/STRUCTURE i i 0�01 NEW ..... : :.1.1.: : - -,-.____ --- I . ...... __jL ---I— - I 1, EXISTING SURFACE(REMAINING)S�IWGIUR-FACE(DEMO)EXI EXISTING SURFACE(REMAI�ING; EXISTING SURFACE.(DEMO IT MIN, ------ VCOWRETE SIDEWALK STEPS(<5') EXISTING SURFACE(DEMO)n!� i . i i i PROPOSED GROUND SURFACE(LANDSCAPED) 70.--i t : : -------- -------------.... ....... I .. ..................-4 i 0 INFILTRATION RATE OF 5,7 FT/DAY i 0 10 1 0 10 NEWPAVEMENT/COh E EXISTING SURFACE(REMAINING) PROPOSED GROUND SURFACE(LANDSCAPED) FENCE/WALL-/ NEW BUILDING/STRUCTURE FENCE/WALL-/URE 38 0 EXISTING SURFACE(DEMO)-/ 38 0 14 0 42 0 34 -------------------0 NEW BUILDING/STRUCT SECTION E-E SECTION F-F SECTION G-G SECTION H-H SECTION I-I z PRE-CAST CONCRETE RETAINING WALL RETAINING WALL PANEL PANEL w POST POST uj 4' TO 6' VARIES + POURED CONCRETE FOUNDATION FOUNDATION 3'-0. NEW BUILDING/STRUCTURE NEW BUILDING/STRUCTURE 30 ......... . ...... ....... .................. ------------ ...... .......... ............. .............. ......... ............ ........ ------ - --------- .................................-,-r-......... ................. ...... ....... ---- ............................. ....... ------- -----------------------------------------.......... ............ ...... ............--_-------- -—---------................... ---- - ------------- ------ ....... ........ 7 ................-------- ..... ............ r------ ...... ........ . ..................... -----------------.... ........... —T-................ ----------------................. -------------------- ---- -1------------------- ................. .............. ...... ................................. i...... ---------------------............ r............ ...... ............................................. --- --------------- .. . ..............- .......... ....- ----.......... .......... ...... ....t............................ NEW PAVEMENT/CONCRETE PAVERS-4------ r------ .............. .............................. PROPOSED GROUND SURFACE(LANDSCAPE ......PR6POS'D GROUND SURFACE(LANDSCAPED) GROUND SURFACE(LANDSCAPED). ......PROPOSED ....................... ---------------........------4-4 f--------------------- ..... -------- r" ......... FENCE/WALL------....... - f-................-------- ...... ...............20 .................................. --------- --__--- ------ --—-100-YR DEP STORM ELEVAT ON 16.40 .........--------------- r -----------. . ............ ........... ......... --------------t IUR kCE(D .......... ------ ........... EXISTING SURFACE ---------___- ................EXISTING S ------ . ............................................ ---------- ..............------r...................... NING)------------........................... .1517ING SURFACE(REMAI 10 . ........... . ............ ............ -----------------------................... ................ . .............. ----- ..........------------- ------NEW PAVEMENT/CONCRETE PAVERS ...... ....... ...... T....... --------..................... ..........---------- ................................. ...........- - ------------ .................. I..............-----.... .._... ............... ------- ------------------ ------I ..................................... ... ........ .....................I....... -------............................... .... ...... -------4--------------------t-I-------- .... ........... ...... ----- ........ .................. ----------- CONCRET EAWA . ...... ES......... ............ ...................... A..rt- ..........NEW BUILDING/STRUCTURE Y NEW BUILDING/STRUCTURE 0 > SECTION X-X U z C Z > ALL ELEVATIONS REFERENCED TO NAVD 88 E-4 00 Ln....... .......... ........... ................... ................ ................................................ ............. ............................... ..................... ......................... .............. ................... ........... ................. ........ ...... ............................................ ........... ....................... ........................................ .................................................-....................... .................... ............................ ........................... ............. ....... ... .......... .................................. .................... ............................. ............................... ......................... .................................................................... ............................................................. ......... .................. ...................... ......................4...................................................................... ............ ................ .......... --------- ...................... ............. ............ .......... .................. .................... ............. ........... ............... .................................................... ....................... ....................... ...................... ................................................ ...... .......... .......... ............ ...... ...................... .......... ...... ................................................ ........................ ................................ ......................... ........................ ............ ................. ............ ....................................................... ........ ................ .......................................................... ................ ....................... .......... ....................... ............ .............. .............................................. ...... .......................... ................. ......... .......................... ................................. ............... ............................................ ...... ....................... ................................. ................. ............. ............. ................ .......... .............. ......................................... ............. .............. ............... ................... .................. ........... ............. ......... .......................................................................... .......... .............................................. ............ ............................................................. .............. ....................... ............................................................................. .......... ................ ................ __............. 1.11..............................................-.1.......... ............... .................................... .................................................................................................. .......................................... ....................................................................................... .................................................. ............ ............... ........................................................................................ ............... ................................................ ................................. ................. .............................. ......................................... ............................................ ........................ .......... ................. ........... ................................................... .................................. ........................................... ................. .................................................. ................ .........................II .......... ... ................. 4-----------------4 ......... ............... ........................ --------------4 _4---- .. .... ----------- ... .............................. .. ....... ...... ........ .............. .... ................... ..........FENC ....... ... ........ ........ ...... ................ ................ ...... ......... .............. ........ -YR DEP STO........................- ................. .... t ........... ................ 100 RM ELEVATIO]i 16.40 ......................... .... ................. .................................................... ..........--- ---------- _[.. ........ ............................................. ................. ............. ................ ................. .......................... ......................... ..... ........... ...... . ...... .......---------........------ ... ............ ........................... ..................... .............. ...... ........... ................. ................ .............................. .................... ...................................................... ....... ...----------------------- ......................... ........- -4 ....................... ................................ .................... ................. ........... .............. ...................................... ...... ............ ............................................... ......................... ............... ................. ........... ..... .......................... ................................ ............................. ........ ... ............... .... ......... ................. .......... 4................... .... ................... SEASONAL HIGH WATER LINE 9.54 .......... -------- ------------ ............ ------------------ ........................ ---------- .......... ............ ...... ........................ ................................... ............... ............................. ...... .......... ......... ........... --------------- SURFACE(REMAINING)....................................................................... ----------------------------------4 .................. I --. l........... ............... ................. ................. ................. ............. ................ ........ ......... ................................. ....... ..................I ----------7__----------------- .. .............. .................................................... . ................. .............. ......................................... ................. .......................------------------ ---------4 I I I------------................................ ................................... ................ ..................... ............................. ....... ........ ..... ......................... -------------------- ...... ----------- 1............... ........... ......... ...... ........................ .................... .......... ............................................ .......... ................................................................................................. .................... ............................. .............. ........... ............ ............. ........... ....................... ----------------- .................... ........... ........................... ......... ........... ..... ....... ..... ........ ...... .......................... .......... .................. ....................................................... .......... ...... .................... ......................... .......... ........................................ .................... ......... My 18,2013 ... ... ....... ................ .......................... ......................... ....... ................................. ..............................------ .............................................. .......... ........................................... ......- ............ .............. ...................... ...................... -z----- .................. 4 .................... ............. ....... ...... .............. ............................................... ...... ....................... ..................... .................. .............. .............. ............................. .............. ..................r....... ........ .. i ------------------ MEA HIGH TIDE WA ER LINE=2 04 :::::::: ::::::::::::::: ::::: :� -----------------........ -----......................................... ------------------------------------------------------...........4, I............... ...... EXISTING SURFACE(REMAINING).............. --------.......................... ... ..............J............... .............................. ........... ................ ................................ i i I I T L --------------- -- -------- .......... ................ --------...... ------....... ....................... .......................................... ........ ........... .. ........ I ............... T I F::::�.C?NCRETES L ........... ------------- Cross-Sections SECTION X-X 56 ............. ............4-I 'A +1 C-4el rya /, NEW BUILDING/STRUCTURE - 30 _ _ W s : : i t E i { ; € f ` £ i s : E , E d `tel E O' E E s E 4 £ E i t E s I i N .. +� E t s s E E : f t i t : A, , € : E E E i € i s i s E E i .i, : : f E i i E E -----r----i- f f E s E E € _1111..;.._ r £ i € �' _ i ~\ € i 'E---F'----* -£- `�` i PROPOSED GROUND SURFACE LANDSCAPED - •{`„ i ( ) �.... E E E i E E i i E t J i f �. i �i i { E f i ! i E NEW PAVEMENT/CONCRETE PAVERS E £ N `.��-. i FENCE ALL E E € i : /W £ 4 £ 07 ��l ._4-"--`-'-"" ^.».........:......^1111••_ ` E . '. ' ° i, NEW PAVEMENT/CONCRETE PAVERS F-- - £ i - E "...f.__ ; f : : :-ice : ...."�...;."• _.� E : r t : : t r f i i s NEW PAVEMENT/CONCRETE PAVERS - i ; O r 's r r i r i £ £ £ t ; 20 E £ : 7 'r� a E ` , 1,;111•.....;,.,_...,;....,.^1;111.^•.�._...s....., •..; .,,w....•••.;... r ° . ° £ s E f E i i i '_W' : i E ; t i E E £ f € € ; E -100-YR DEP STORM ELEVATION=16.40 i••••- w E E E {---_.{, t i : '� E i-..�`•�® ; 1 E- E-- i f y- ,moi- ' �--F �-: ` ��i E i Ems_ ' ` E E ` i �� E i i _- - --a- i € € E € € f E € EXISTING GROUND SURFACE DEMO I I € E 1111.-s---- E -F ''•-f--1---s E E i -i`_"T� O :® l i Ch E E E CC ` --i-'-"ri- MENT N RETE PAVERS 4----` EXISTING GROUND SURFACE DEMO ` z E C NEW PAVE /CO C e [ ) (^ E 4 - .. i O O O € € € i O z' € N N _ < i - - F-EXISTINGGRO N U U D SURFA E REMAIN• o : E C ING ' i [ ) i s -� O i 1 N 0 EXISTING GROUND SURFACE[REMAINING)- ; I 1 i i i EE.. : E i x N i € U i 4 s i : i i i +•+ M D i i ir.,...,.i,. i t E i 7 O', i : t € E , O w : F. .N O F s : E : , i i ENCS ALL 4 z _ C - 1 r.7 E E i i z t i i... i i ; __Y___t� ,_ i E i £ £ E NEW BUILDING STRUCTURE `' O C' C E : U• s E : i s t / O yy € E- E E E s ; C Q a i O E i O 4+ o ? ......i...... c i 's i i i i € € i w E _ _ € _ € _ E € E E s i i N : : E i i i i € € i i i £ £ E E i £ : _..;.�.._�___-.; ....,____�_.., O .s..,. ` ` ! ` E.�._i_.._^i-1.111 E - IBJ m i i CONCRETE SEAWALL E E t - �� i : E E s s : i { •C C . E i E € i i E E i s E O O 0 ' m . = O + ONEW BUILDING/STRUCTURE N � V S Q CV SECTION Y-Y ` � 2 � SZ O c W W 0o a� W Z N " Z > r--� O �� O Q4 W V V Q4 F-4 W "" E-4 W z � W W ......_1-111...._......,.,.».. ................._.,_._............................_ ................... -............._...__..-..__.._..... ............._.__..._......._....... ,. _............._.. __. ._.........._......___....,..,._....._..,..........».......»...»..-..1_.»».» .».. ,,».»..._,.....,.,............._...._..__. _.__.. .-.................... .__._:. ..,._,_,.,z,,......__ ._ ._ .. ......_,_. . __. . I � . ^.».».._.»»...».»......._..... ............ _ __ _. _ _ 1.111»_..»...»...»». .. _ _^. _. _._ ....... .._.- . _. ._....�...._ ._............ _...»............»1111_».._...._.._ .. . . 111.1 ^.........._.... _ _._ ............_....................................•..........................._111.1.»1111._........._..... ................ . _ ................»........._._ _..._._. . » »» ..__...................................._.......__......_......_... ._ ._ ._._...__...._...._..,....._.......................__1_ ��..............»^...._............__1111.._ _ ___11 ��........_..�................_•.. . . . »» 1111^ _ .,, »_ II � £ .� � � , I � � 1111._. »^ ..__»._. 1111...^._. . _ _ 1111.. __ __._ .. ...._...........�.......__1111 ......._. �,,,,, ( _ _ ._........ __ .._ ......... . »11»11 _. .. »1111_ _1111_._ . 1111. ..�.»..._�.-... _1.. _........_...._ _ ..._ _...........»..^ _1111...».. .. _ _......_t.^............................................-- ..--..•...-..__ _..._...-_ _ _ _ .^..1 ._1 .,. _ _ _..- ...._. ..__.. -.. ,»_ _. _ _. ......___............ ^,....,__ _ ^» .» . _ . ... _.. _._..........__..._._.__1_��.. ....._...............^........ _ _._.......^_....... ..._ v». _. .._. _1111___..__._......_..... .. ._ .».. _.__ _ _1111. ^ _ ._ ..........._. ..........._. ._.. ................. __.................^1111_ _... » ---1111............._.._ ._. 1111.__. » _.^.__1111._ _1111 _... __ _. _ _ ». _111.1._...._.......^............._...,......................_. .._..._........._..._....................._......_....._....^....._..........._......_......._.. ..............._....... ............... _ ...._......._.......___.. __ _. .._................ _ _ _ _^1111 _ _............ _ f _. ^ __•.............._............ ^. _-- »••.._ ._ _11.11._ _ _ ..111 1'.^»,.--. '..-,--......._....... __. __ __�_ _ ... -. » , .. _ _ , ^111__1 _ _»._.___ _ __11.11. _._ _ __ _. _......... .... . ___ _^1111..^. _. ..__ .. ............................__......_.......... ......_. __^.^_ ._ ..» .._...._......»» _. »... ».»............^... ..._ _^.................._......._._..._ _.._. ^....... » .._......._..... _..^........... . ._. _ ___..._ _» .»..............._.......... _ ....._..... _ ..............__ _ . _................._.._..........._. .................._....^...._........_ �_ ..� _ _ _ _1111..._ _. _1111_._1111. 1111.. . __ _ _._1111._ 11.11 ___ _._.......... ...._ _. _ ___ _ _ _ ._ ___._...._......_.___.................._............... __ _ _ .^._........_...._........_..^.._. .......»»............._......._.... _._.__._ _ _...__ _^._.__.__.___..__........._. _1111..._^.........._._... ..._.. _. ...._...._......._.. ».,.,.........___ _.._ .. _.. __ - -�- _.,....•••••.......---.-_..._ 11.11 _ _ _. __ _ ...................^......1..................1.11...^1111.._......_t_. ^ _1111___._ _ _ __ ..._.�1111..^.^. _^. ^.^_. _ _ _. ..... ___ _.... .......,._.__ _...»»_1111...»1111..»11__11 ..........,^...,...,__,___ ___._ _ ^..._ _. •-....•••-•.••__...._.___.....^. ._ _...••••....__ »_.._ .__.•.............. .. ».. ,;.:1,11::1. #�� .__. _ .._ _. _. .. .. . . . .. . . . ......._............................................._...... ..._...__............... _ 11.11._.»».. . ...».. »..... ..... ...._..._._...._....._._ _..._.�._.._ ... »...........»1'11_1 _ _ ^_._._.................. __111.1..._.._. __ _. .._............. ..... ..__ ._......,....___........._...___..._.......^'1111.._11.11.._. ..................^........... __ _ . .___».. _ _. ._ _ g�`! 1111.^... ___^_ _ . , . i ! ( 3 ..».._ 1111.. .............................. .. •----.._ »...1111.. ......._...^ ----------........1111 ... __^_1111.1111. _. ............._... _........... '"i'!'::��'s�?i>,.. kd»e'. .,..^..........•.......,�........._..-.-11-11-.. __.._......_....-...._ ............................................................._. .. .. ,. » _ . 1111^.............__......................_ ................,...^._1111... 1111.. __.^ ^_..._..^...,_... .. ._ .. __ 1111._ ...^_................_...._.._. ----- ____........_. .......__. 1111. _................-..--.-•.-. 1111_. _ .» ..._.......... _._............._........... ._.. __ 1111.. _ ._111_1. -1111 ^1111..._ _1111._. .............-- ........_.. 1111.. 1111.. ^. -1111 1111..-....--___ 11__11_1111_._. ___...»..._1111._._- -........_. ...^ ............ _^ »::::;;,,,%ss<E��:::;; _..................»....................... ....... 1111._.. _1111. . .^.__....._.................-......... _._._............-.-.............-. ..........-.-111-1.-__.. _.._ _ _.._ __ ;;o;;;:;»;.. ^. _--- - . - - -- ..........................._„_,,,^... ........(((..._.,_...^».__. -- _. 1111...- . __._.. _ _ .,,,..,1 . 1_111 --- ___..__.......,,- ,,,,,,,,,» . ,,,,» £ : _..._.....»1111. _._. ..._ ».. _... - _-- 1,111,. -- .^... .... _...,,_ _ s.....^.. .^. ^ ._. ..... _ ^ :::!"g;t;€ >i::::>;;.. _.__....,...,,z.............^.. ...... 1_11 .1-...- --------- ----------.---- ------ _.. ...... .............._1111.. - --- _.. .........,........- - _ -». .»........ _», 1111_-,,....-1111....-- -. .---......................,.... _1111..»1111...__. _ - - _ ; _.. _.. ».»......_... 1111 __ _._.......,.,1111..^.. -. _............. - ........ - _ _. ...». _ _. 1111.». _ _............ g:>;:,,.:':;r:::>.:€::::>::::::::;>:._ _........_..--- _. _.__. __......................»__..__ _._.. ..,..».,...,....,,........_._ _ __.. ..................... .._•-•------------------------_1111.,............... _------..-- -•..--- ^.,. ..... ....^.,...,,... _........... _ ^ ___._._.. ........... .. -..-1111..-- .-.. --.-... __ » ^_..___.__._. _-. ._ _. . --1111... _.. _ ».. ^.. . _.__...-1111 :>::::<:;.......:: »:._ I I + + z ...,...1...... ...... .__. _ .. _ -----_._ ........._._,.__ .. ........ ....,,...................,.».._ __- _..»...,-,^. ... _ . I .....•....-1111 _ ._......................._•_. __ -'.-1111_ .a... •... 1111... ._._._1__111^......_......._..... --.-..-1111_1111.,1,111,.,......... 1111... .^1111 1111. _--..-_ » ^1111 1111.. __1111 1111_,................,1111... ..,. ^_ » _.. 1111 ._ .. -YR DEP STORM ELEVATION=16.40 ........^. ...^..^_ ........ ^,1,111 1_111 _. .. .^....:100 ;::.. ..:_ -, »..t................ - _. _ ..__ _ .........,....- I..........»_....•......»»......__»........,._.,...,.._.....--------• --- ----1111.,,.,......^.,,,_„__, .-».._1111^.,....» ....... ....... ,,11,1,1•.111.1 .. ...,.... ^11 11. _^ -. -- _ _ ^.....,... _. ._._.. __. 11___11... .._ _ ..._,,, ^,,, .. ,,.__ _._ _.._._1111..•.. ........................................ 1111^..• _ _.. ^............,.......... _... ^,.^.,^»,..,1111. 1,111 1111. .o 11,11.._.._^ ..._... __. .,,».. 1111.. 1111.._..__.___ _.. 1111,. _.,.. .^..^^........................... _ 1111._._........._,. .. w„y ..................._......_1111. ..._.._.....,...,. _ ._ _.. ............._._ .^ .. __.. ... _1111._ _. » _._1111...__ _..._..... » ...................... .. ........... ... ._ 11_11. _1111.»1111._ .. 11_11 ._ _ _ ._ ._ _... ..... 1111^» ... ................. ..1111.__._111_1^ 111^1 �:.. F 1111^• ,_ 111_1..._1_111. _ .' 1111 ..._....�........ .............. 11.11^............^......... » 1111.. 1111 1,111..^.^1111 ........^ 1111. 1111. 1111. ........»,._...._..................... ...•....,,..^.^ ,1111. „^.. 11•_11^ ^.•_1__111 ..........................^.... ._._.____. 1_111.. __ ... .. .. ---� � 1 -1111---.._......... ._._. _._.__ __- -----1111-- <..... .._ - - __........ .__..»1111._..__ ._..__-•................. 1_111.._^1111^. _.»1111_.._111_1--------1111.^.»_ »»..._1111..._ ^.. 1111_. ._,..._.^.---1111.._.^ ..»..»_._»»»»1111».._1111. .___ _ ------ -. _... .......... _ _1111.. _.. _....,............. _._ _._ 1111.,111.1 _ __....... .^ __ _ _ .^...,.,,, _.^ - _1111... ^._11_11 ^».............. _1 1_11..^1111._^........W..........,..• _. 1111.^ ^___ _.. _..._._..... .»...»._»»,,.»111,1._.__..,,.,.. e ---._ •• - __ .. ..... ._ .__.. ........ ._ 1111. _.._. 1111.. _.. __ 1111._».. _ _.^ _... 1_111 1111.^.. .._._........__. »..^........ _ _ __ 1111..»......... _ -. -. --...--...•....._.............................____ 1.111_ ^1_11__1___..___. ._---__..__ __1__111 ...»». . .__,.. _ __ ._ ._. ^._. EW _...^---------__ _ �. 1111 - _ _. 1111 ----------------.. ................_,._------ ---- .._ ._............ ---•- ------ .._...... _........_.. ---- .... . IIS { + I w- _............................--.-.--- ^..,,.,^... _ _ _._.1111^..................,....... I __>.. .. -- - - _ .^_...,,^^ » _. _1111. __............... _.» ,.,.. , ,_. ^ _. .,,..,, TI •.,,,,t,U ••1111..£. ........E .......E...). .................................................._ ................... .........»_1111..» ,...^ ...,_......... .. .. » ^ .. .. .. 1111 ___. _ 11_ ... ... 1111 .. ..._... -- _ »,,- ..»111 1.. ........... ............. ..........._ _._............... 1111.._ ^.„^.........,... ..»1111.»1111.. ........._............ 1111... ._..__-.. 1111. .................._... ........._1 1__ ... _11_11.. ......_.. ......................... ........ ...................... ........ .,,......... _. ........_... 1111 _..__........ .................. .._.....................{.........^._... _».......^..».........,•.....................,........._. _..._...^ .._.......... : ................................ __. __1111 ...». .»... ...»... ..,. 1111 1111.. _ ..»1111. __ _.........,..»1,11,1.................. .^ 1111.,..._...................__.._.___1111 1111.. 111,1 11,11. 1111,.. ... 1111.. 1111.._1111. ..__. .__ ».» 1111._ ....._..... 1_111 ^... .. 1111._1111._1111... 1111. ...•.....,..... . » »..•...»........... _1111. 1111.. 1111. ............... ..._ --•EXISTING GROUND SURFACE(REMAINING) E __SEASONAL HIGH WATERLINE 9.54 � _ ^,.,,,.I.. ....,,,...•.....••.........- ------------------ ._._..-..-- 1._ - .-.. _. ......... ..- ,.,,.,,,,.. _------ __...,,,-..^^... __ _..._..._....•_.. .1111 1111... ._ _,1111_..,,.....^_......_^_...............- ._............._.._ _._._ 1111. - .--•--..^__.............,,.......... ». .......... _ ._.. _ _ ^..__ ..,, ,^ »..._.......... 1111. _ - .._ ,.,,.,. .,,,...-.-...,.,__ .^ ..»». .,.._.......»_. ........._. ». 1111 _ ^�.,,,.^...-.-.............•_. __ .. _ £ __._._1_._.1.1__1___. _»_1 --. ._�___._-».._.I._._........ ._._..._._...__. __._1__.,-,.»»_....-,........._.._.. . _.- ». .»_ . _ _1111.-. __ _ _ ___........_......................................................_..........._..__.. _^ .^11.11_. _._ __ _1111.»_... _.._............_1111..._._. _.......... _1111...»1111 ... _111.1_ ................_...._.................._...._._...__.._..._.....,...__.,...........___......... _1.111 __.. . . _. .__. ... .. ._. . - _ _ _ .._..._....._.__. ,,,, ..1...,,1 ._..,11 . _ ..... I i { FENCE/WALL w }1111. . » _ ._. ,,,.. .._ .._ __1111,..»....... __ 1111 1111.. 111_1_._ 1111... _ » ..........,,E..•............. ... _. _........ 111_»1 •. .,^ 1111. .» ' ._ - -- _^ ^.^. .^ _1111...^». 1111.._......_......._---..1111.»..................^1111.. , .. 1111 ........ .. _.___. ^...^.,.. ,.,,i 1111 1111.._ 1111._ ._ __.^..................... .........................._............._.....^_ _.._ .___111_1.. _. 1111_._..._....._._..---_.. 1_111 ..........._............ .......».... ^._....»............................. ...__ .._........._.._._._...._.........,,,I,,...,.......__ 1111. ..._1111... ........ 1_111_1111,.. ........,...... ..» .,.»,.....,.,.,... ... ...Z_...._...._ ,..._^.^. E ..^1111 ._^ ._»_.................. 1- -- __- _ _.....,.,.. 1111. ... ^ ..,. 1111_, ,,,,, ...^ ,» .._^ »,...,, __..--,,,..,,...-..,. _ ...,_ 1111.» ............... -_._........^,,, H.^ ................. ..,..... �-- 1 _.._. .__ _1111.. _1111^, .,1111^.......•,...... _1_111.__ .__ __. .__. ._ _ .. .,...... 1111. ._. _.. __........._. .._• 1111 _1111.»1111. 1111... 1111^...._...•............._...........__...._..___1111._..^,111_1•^.11_11._1111. _..__ ........... 1111.. 11_11 ................ _1^111^» „».,.»..........._.. _......._.......__.^..»... _1111._ yy .. ... 1_1_1 1__ 1111..._.-....-............. ........._....._._......._.._.... ----........... _1.111__.... ._.. -..» .»»...,...»..................1-1-1............1.-.........._.. 1111.. 1111.. ........^...................... 1111... ..»1111...............•.. __. .............. 1111. _..._ .........._........ ........................^.. .......,.................,,».»..........,1111^1111.. ........ ... F.,.,.,.. ...^..........W..,.^ 1111 ,,1111. ' : � x »..___ .. ._._....... _.._. _. ..............-1.111- -_ ...».....---------_._..�.................. ._. »».. 1111.._... » _.. _1111 _ ..._ 1111_.._...... ._.. ........»__ .,.......__ ...^^......... ..._..___. _ _._ ._ 1111 1111._111_1 1111..._..^........_ .. 1111•.. I _................_... ............. -. .........1111 _ _ _ __ __._ ._ . _ ..._ _. »,.. ,... _-,. ........ ,,.,........,1,1_11 _.__11__11_-. - ^.......... _. ^,... __ ............................_._._ _._ _._ .........__ .. _. _. __ ..-. ._ .I I , ---- -� -�- a --...- � __ 1111. 1111._ .. ^ »_.. ..._».__. 11_11_1111._....._..........._._........_1_111...__ 1111. ..._.........^. _._......._1111... _. ^.. 1111 111_1 ^1111.. ................ -MEAN HIGH TIDE WATER LINE=2.04 - _ .. - ^.,.. _ _ _.. -- - _......_....._ _ .. _..,.....^1111^...............•... - - --- -- -- -- CONCRETE SEAWALL O _..__. __..^1111.. ... _..^......... ._.......- _1111... - _1.111_._.__ ._...... ..__ !............^.}.. __ __ ,,,^»»._», _. . _»»__. .,......... _1.111._............. .......... _ _..._. ...._ .»..^_ _...__ _... ....... ..... _. »_.•-•••••-••......._.... -- _ .^.. __ ..»1111_. »1111.. »». _ _ »»•• ••-•••-••••-•••••• -- ». ,_ _ _. .� _... 1._1.11..___ _ __ ^ .__ »... ..___._ __ .._._1111^_.........__... .._...._._ _ 1.1.11__.. _..._..._ _ _... _1111_._1.111 _». _._ __ »111.1•• _- 5 SECTION Y-Y 6 30 ;- - _., _^ _#^.__ 11_11.'. _^ » 11 .11.. ,__-+ ^ ,»„ _^ i __ ___ 1111... _..._ ..._ _ ^... .. » .. _ _ , ^..._ ..._ __.. __. ,». „_. _,. . »,. __... ._ »_1__»_. »_ .__ µ.. __ .. .____ ».. ».._ __ _, .._.11 1_1 ___..._.. _._ __ ^_. ...__ __,, ,,,.^,. . ^_ ..,,......___.._..........._.. .,.._ . FENCE/WALL - •-•- ••- s PROPOSED GROUND SURFACE(LANDSCAPED) i ..........^.. 1111_ ^ ...__ __ w_ ..»1111... .. 1111^. ' _ t __.. 1111... _. 20 STING GROUND SURFACE(DEMO) » T __ __ -{.^^.........^......--1111 E----- -1111.. 1111 -- - '- NEW PAVEMENT/CONCRETE PAVERS - _.,. _._. ___. _ , _ _. „ _ »^ _ i 100-YR DEP STORM ELEVATION 16.40.. » ^ _ _.__._ __ .__ _1111, ...-__ _.•_ 1111.» ^ ». _»_ _ �. _1111. - ^ w -_ __.. »_. z _ _ _ _._ - z ^.._... _ _ _ a _ _ z _ - 1111 - - -- ^ .__ 1111. ^1111 ^ 1111. .__ _ O EXISTING GROUND SURFACE(REMAINING)» E _,_ ._. __ _. z _. .._ m" .. - -^ ^» ^ _ _. _. _ 10 _ » - -- : - - ^• O E PROPOSED GROUND SURFACE(LANDSCAPED) _. .. -.1 1111.. ._.. ._ _ 1111.. 1111. ^_. 111_1 ...... ._._ w »,,,, F ,,,,,,».. -_ ^- .. ^ 1 _. ... .. 11_11 ........ EXISTING GROUND SURFACE(DEMO) -•- -»»• z _ - - FENCE/WALL ^..._. . _ w ^. _ _ __ , � � ........._.._ ......4._.,...4..,_. » a a __ _ -..-11111111. _ _ -. - -- _ < ... ._._ _ _ _ • ._.. ...... - 0 .. » ' » -•"�'-- v"""1111_. 1111 » _... t '-; .. 11_11"4( a _^. 1111. ._. 1111 ^^ ^._ _ ^' _ _ a _. _.__ _ ___ _ _ i� CONCRETE SEAWALL 0 _ ,^.., _ 1111_. 1,111. __^__. _1111..} 1111... - _ i� 0 M C4 v SECTION Z-Z � W z m W W � • � I Z Z � o0 O � O ALL ELEVATIONS REFERENCED TO NAVD 88 � � � 11' = = - = W O V 4 V Q4 I W W I � W o< W I � � � i .........................................'........°........'........'........'....-..'..._'................'.,..............'........1111...'... _ .. .. .. .. .. .. .. .. .. .. _ .. » .. .. » » » .. .. 3 .. .. .. .. .. .. .. .. I .. .. .. .. .. .. .. » .. .. .. .. .. .. .. .. .. .. .. 1111. ..... '....................».»'........'...».................111`1.....'........'.... s»....'.... »w.».__i......b......4..._........7.........^ ...d............�..................................»». .. 1111..............d......;.».»-.__._-b----d--_...b.-•---• .. ............ E 1111. .......................1111.. -.- .»_ ^^» _» 1111. O o 9 9 4 4 4 O- 4 4 9 b ♦ a -.b..»...b..._ .»1111».-a.....» # 111¢1.... ...}...1111 1111...» } ..�........................ 4, 4 .. .. .. .. .. .. .. .. : i : : , t t , f : '�" , E 3 1111.. ... f , �i i .#1111_.............�...... ...b........#........b....................._. ...1f......).... ...�..._. .. .....b^......a.»...;._....4......»................ .. .. .. .. t r t t t i i } t T ¢ ¢ i r r : 1 ..».......... 1111. •' 1111... .....1111.................-.........1111... ....�........ Ti 1111.. 1111_ 1111 _ ... i 1111..................... 1111... _1111..1111..1111.. ...»...........................................1111» .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..».................... .... ..» ... 1111.. 1111 .................................... .......... ..........................1111.. ........................... ......... ... i ... ................................ 1111....... 1111. xx 1111....... .. .. 1111 1111..» ............ i .........................................Eb.................................._._... ......................................^.........^.. ^ d a a a m -d--^-i b 4 d ..............................»»»...» 1_111. _.-_ 111_1.. _1111 ...^ .............^^^................................ r b b o a a a y s o i P o o a a i ro- r -o --b 4 4 Y . # q a �- -b^ .............^^. 1111.» »»... ._. ..__....................^.. ....^..................1111^.................. 1111.. 1_111... ........................1111.. 1111...1111... _1111...........»..».gg..... i i t t f E Y E i E E t r 4 4 4 f , , s , : 0 j 4 }j 7 '� £ s s 4 r ¢j # , a w a a d .. .. .. .. .. .. .. .. .. .. i E E E £ E 3 I I T "I 3 : � 4 g # � ......................................^......... 1111 ..^... .-. _1111. ................................................................................... .............._. .._.»..................................................._ ..»............. 1111.. .............^1111 ......... _ 1111_........................ 1111. ».»1111.^,.,a.....,b....»....... -.--•a•••-- ..a•.^1111...^^ .. ...a............... .. .. .. .. .. _ .. .. .. .. .. .. .. ..» 1111_ ...................' -----.........------'---'----'--'11.11----d-1111 ... a »1111. .................'......'...--- --..•---... 1111.•1111.. .............•............'.... .. » - -- pi a o o a a -o a o- i a--•1111r1111-- o- -a 9 a o o- 4 # �f ¢ Y b .a- d- a a 11 11.».......................^........ 1111. ».........» __. .....................p....^..d...^.................d.....^.'........................................s............_......... ........`................_.^.^ 1111. »».. £ i » dd 4 t 4 # 4 ; r , s t Y # , $ § i ._..e•.^1111» .. .. ...^8,....... .. .. .. � •t T � _'_......... ...1111. '........-.............»._._ ^........ 1111. ^....1 E : 3 Y s 1111__. 1111._.1111... _1111»........... _................_............ .. ..........»1111»1111... ........ _......».......................................... 1111... ..»........._ ._ ............................................................................. ........ .........................._•...._...._.. - .............................................. .............-- ' 1 E i 111_1 1111...................................Eb..................................1111................................................1111. E4 -Eb �t 4 � 6 b 1111 ........1111.» ........ -.. 11_11 1111._ _1111 ................................»1111.. 1111.11»11 ... 13 6 Ey i 4 4 4 6 4 4 € 4 T 4-" 4 € 4 ¢j-� 3 M 1111. .......}i......�...............................}j................................................1111_..........A........................d........j........................................4........................................1_111............ ..1111... _.. "t- t i 4 i ; E r 4 f Y F F t `` 3 ^-- 4 --- 4 ? 3}j t' - -- -i--- --- '" t' i 3 7 , } ..'-- .. .. -- -- •• -- - .. b a• h P 4 a 1111.....................................................1111........................11_11.......................................................... 1111................................. 1111...' ................'........................................1111... » .. .. .. .. .. .. .. .. .. .. .. .. .. II .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. r i i E t .... »...............................-........ » 1111 ...................... ii EE ..». ..,,,....4...,..•......4..... _............b.....,.4........1111... ............�......�.................................,,,,.,.,,p,,,...,...........,,,... ......a......4................,,1,111.'1111.•.. .. .. .. 4 o O 9 4 a 4 b r O• �........y 4 i 4 4 -4- ...;1111 .........,.4............b......d...__d•............... ».».........»....... .....................................». »1111 ...1111 1111.........1111.»......................................................................... 1111.. .................................................. 3 ' : ¢ a a r 4 b o ¢ 4 E i , i ; : ! f E p r r t e i ^d '--^-b-•---• a 3 i a 3 ........------...... .. _---4•^^............_ ...�... .. ....._....... 1111 1111 - ----•...........................................1111--------1111.---1'111------.........._.....................................---------1111-................__.. _. 1111... .....---1111--- ----1111-- 1111----------1_111.._1111 _. ., ^ .. .. ^ .. .. .. .. .. .- -- -- -- -- - -- -- - .. .. .. .. .- -- ^ » » .. .. .. .. .. .. _ _ _ .^.- _ r ...a..,^. 1111^1111..^.. 1111 ._ _ ........... ........ ........a......b...................,.................................. ,.....a......a.... .»_»q... ^..-...,..i...^..a....».......... .. .. .. .. .. . -+- -4- €€ 4 4 4 4 4 '-r'"- -i N r 4 4 4 ».»._».»..» ......1111... .......................b................. .-_ 1111. ... .. .......................................... 1111.............1111...1111 1111........................................... 3 mr F 4 t 4 t f # 1 : ) )' t 4 t .' 3 3 »"# ? y #.».,_a.. d........p..._ .. ...,,d,.......¢....., .. .. .. .. .. I t f { r t f f 3 Y "t'• '- 3 3 i £ ..1_111 111¢1.. .. .. .. .. .. .....»»1111 ............................ ............... .»........... 1111.»....».»........................_.. ..1111._1111.. _..........._._............................ ...................,........... 1111... ............... ».»»111_1. .. 1111 1111..1111.................... ............................1111»........... $7j 7j .........................». 1111 _ ......._................................................ ._ a d d ................... 1111. ...._..t3__... ........................»..».......................................... `` EE b3 d -4 1111..........1111.. ........1111... ........ 111_1........................................4........;_1111._1111.......... 1111... 1111... 1111...................................b........a........................1111..-........................................................._ r ••••••^O••••••••O•••••••••••^ a 4 4 6 � 4 4 b H P EE 4 4 r -4- 4 } 1fj� b 8 4 8 4 b 4 a- r 3 3 i 4 ; ; ; 4 4 t ¢ T 3 ; i : T Y - - } a » .. a .. .. .. .. .. i : , .. : � � 1 _1111». ..-._¢......................................... .^ ^1111... .. ..............b--.^•1111.. .»1111.. _^»�^.».;......i_..--d-.._.i......b_._.. ».- .._. 1111.._...............;........... ......�•.............._.......-y-------'--....................;......y......p..1111;......p......;............'1111..._ ...b......•.. .. .. .. .. .. .. .. .. .. .- - •O o 4»......p... 4 4 4 O 4 4 4 4 a a 37}j i3 •..._.y.._ .. ............... » .».. ..- ...1111 ..;......d......;......b......a......-. 1111...... ......... f .. .. .. .. .. 7i .. €€ t : r r r r T j 4 '# , 9 , r r 4 --4-- 4• # g ...#... ...y.... ...d......d... ....... ...p......;... ....»..p... . ;.......d........... .. .. .. .. .. .. .. .. .. ^ _. ^ ... r •-----1111.. .. ` - - 1111. • ff •• -----1111..- ----...^... _•..^ r t ^1111.. 1111----1111---1111-----------------------------1111--_..» »».......................^.. ^._ __ __1111..». .__---_»............................................. ....... ....................................................... .. .. .. .. .. .. .. .. - -- -- .. .. .. t f .1111--1111------......................................................... .. .. .. -- - -- -- �- 4 �- 4- 9 d 3 4 4 b 4 a 4 d d d d 4 a � _....b......b..................1111.. .. .. .. .. .. ......- ..._.4.__- »»........,.4........4................a., r 4 4 4 a § r 4 4 .p. p 1111.; 'a"""'-+" "+' -a '�'" 4 ....,d...,..,,p...»... »»». £ .. .. .. .. .. .. o- -r- €€ 4 Y Y � � ¢ # -4- § .................1111 ».. ._.. _ .. .. .. .. .....p...._ _ .. ...;... ...a......d.... ...y.... ...e......b._ ...�^......b.... .. .. .. .. .. .. .. .. .. F : : ¢ # } i 3 i. , E : # } ...}......#... -t---111¢1_...#... 111#1.. 11¢11. ...... --._• -}-.,...;---- 111;1...-r---- .....--i--_..¢........1...---a--------1111 .. -- -- .. _ . E s : : : : , 7 , s ...b... 4 � .__1111 II ............ ... --•- -... .............1111.. ......., f ... 1111.. ...__....._ _.............»._...................................................................................................................___.... .......................... ..__...... £ i ».................. ..................................................................... ......................................-11__11. ... ................ .^ .................^ 1111.^ 1111.. � .. .. .. .. .. .. .. .. ...a .. .. .. .. .. .. .. .. .. .. .. .. .. .. ......3.^.»f ............... 1111 4 a 4 4 4 � 4 a 4 4. ...j,..».1111.. .....a.......,,...4..... ............ a .,4........................1111. ......-......................................»1111.......... .. 1111. ............... ...................... .. .. {E 4 4 6• -----d. .................... .......0........p................................q........p........p........p........p........q................a........p........q.._. ........'.....».f...............'........'....»..........'...................... ...y.......-- -a-----4••• 4 4 •i 4 4 4 4 6 � •9 � 4 4 4 -9 4 -4-• O ^^4 K- 4 N- 9 ¢ 6• 4 } 6- b 4 { • � •--_...........^ _1111 .» f .. ----- - t ... ..................E¢..^^•_ : 1111.:^^--° .o...... ....;...».^1111.-�^^•••�^""o'-"'4"-"'o'-'111`1•- ---1111 »,»..-;._-' -_..b-_. ».1......'............'.....^1111.. _- -- --4---•-------- -- •......y.---- -i..._ ¢3 P3 f .. .. ?} .. .. .. _ b � 9 4 4 P 4 4 4 -^4 a a h h � .. .................•......�.........111.1..111.1....•...1111•...... ..»..a......• ..1111... ...d................. p.»^-a.»•••4.»...'....... _ ...1--..�........ ....»A............b..........--•»......d»....a....»a..»..-a•..-1•_111.. .. .. q t t ? t T ? ? i E 4 _T ; t....... { E f T j ? # ? 9 ? ? '. t-.... ¢ } -h t - } }.^... } 1 .1_... ^ ^.d...» £ 1.»1111}.........^_.1... 1111... _ ._...................... t . s ..... ....................... .._...................................'........'...,.......»...................•....._.........'........111_1 .. .. .. .. .. 3 1111 1111._.»1111.. 1111.^ ...........1111.»...» 1111.^ .^.^ ._ ................ ........•...^..•........1111.. ».» '.1111.1111_..........1111..»..._....-.... .. .. .. .. .. b3. ....................................................^. ^1111^....................... , .........(................ 1111... 1111.. 111_1. ..........___..................1111........................1111... 1_111 1_111.......................................... ii a 4 4 b b a i b a 4 b b 33 }i 33 .................;3»»1111... 3 .. .. .. .. .. .. .. .. b O 4- h b -4 4 4 4 4 4 4 4 -4 -i 4 4 4 4 } -4 I• 4 ¢ P ,,..4. •• H O O 9 9 • i i i # r "•'+" Y T W Y # # 4 .»... _»..d».....»1111a----- 1111.. .... ...............4.........» .. 3 ....4....... .......-a.»1111............__.........b.....-b_......�....•.--P.».». ........b--......d.......N».._.q.......-4....... »»... •.-----d• »...b........1111 .. .. .. .. .. .. .. .. i E £ f £ E E 4 £ £ i £ £ t t I" t s : -' 11'#11^_.•¢'- •t �' ? ...;................ ...d...............-a--__b..........»»»§......_--.................... .. .. 7 r ».. 1111... .........__...^................ f3yj ......._........... 1111.._1111.. 1111.. Z.............. 3 s ................................................. ..._......... _._. _11_11 --............^.........^......._._........__ _.. .........._.. _ ._.............. 1111.._^................^.... ...__ .-- -'---. .. .. .. .. .. .. .. .. .. ^ .. .. .. .. .. _ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. _.......................... .....»........»...,..4.. ...., d a .. +.. d^- ^^6•^ .. .....1111...9.,....4............................................................ .. .....................a........................ ............................ ..._ .............. .............................._............ ..................»1111.........._1111 1111... ... b � o a- o -a- -a a- o e P o 0 0 --a--- a- a -a--^-v e o ^^-a . -•••••-a -4•---- a 4 ¢ 3 a d } 1111 ........b...^. .. .. .. .. .. .. .....b...'-"-}- -. .. .. .. .. .. „ .' .. _-.100-YR DEP STORM ELEVATION=16.40 ...........^. ...^^^........._. _ _..........'... 1111._. ......................._....................................... 1111.._......... ........_. ................ ...^...........^1111..-1_.._.._ .._ .. .» 1111 ...........^1_1 11.. 1111.. .. _._ _..^....................................^............^1111 .. .. .. .. _ .. .. .. ,. .. .. .. .. _ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ^ .. .. .. .- -' -- r e a o r a -----a1111--a y ---•a-1111-• -r- o ............_1111_........ ...^. ..... .. 1 1,1 1..............a..................,,.....,.» ..^.......................... __ .......^....._^^ .^111 1... ...»...^......... 1 111.»......_...........1__. .»». ._.._......................... _1111 ........».............. 1111...^. ^1111. ._.......» ........ ..°.. --.............`........'.....» » .. .. .. .. .. .. .. » .. ,. ., .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 1111 ........ ................................»............ 1111.. .'»1111 » ,»...»,•.,....'...^.f ^_•1111...•^.,,,..°.^^.°1111.' .. .. » .. 1111`.»...'......'.........................»....................................... ..0.............E ' ii .. 1111...»... .. » 1111. 4 •9 P 4 b b 4 4 6• d i 4 .......................».. 11_11.-.....-..............'........................................•................'........'........ 1111... E f y ff ...................................... 1111... _ ... 1111.....» 4 4 4 4 4 4 9 p O 4 4 4 4- H ¢ 9 9 •r r ..4...... 4 # # 4 4 ¢ r r 4 •'¢ •# b r T' a ....................»..._........1111.» 1111_.. ......q.....---y................ ..»»•........'...........-.........................1111.. ... .. .. .. .. .. £ t : s : E t ; s , , f E - t # ...y......................--.•..^1111»» F ( ^ 1111 _1111.»». --""'----................ --- 1111- ---- - 1111-------------------••-1111_... ....----"-""'""-".-""'-1111-- 1111- ---- ------•--..._•........•...........--------------------- 3 ---- ----- ------- ------- ------- --- --------»............ .. » _. ..»... .........._^ .^.. _. __ - ?3 - -- """""••••.••»•• ••••• •b b 4 4 P 4 P O b O b b N a M 4 i ' t 33 i a 4 .........»,,,»,,,.,.,.,»_,.,_». ^1111^................................d- -+ - - -............ _._^........ t + _1111. � � 1111•... .............................»- --�... ._^..._... ..f....--�------------... - t J _ ------ _1111.._ ». .._1111... ' .._........................._.......................... - ' - _................ .^1111_.. . _.^........ ........ _ o ..............-•1111---1111--1111•---.............. .._... .. a i 4 a a a .,.. 1111. .. 1 a 4 1^^^^1..........--y)j7j•----------........_ ..-...b3»...........».........1111-- -1111-- 1111---1111--................ ....... 1111---............................... d3 � 8 2 1 I 4 4 4 9 O b 4 -4 4 O 4 9 4 #' + -Y } r 4 # r 4 4 ¢ i T 4 4 fid # 4 i . r f } }� 4• ...»- ........1111... b ...... .....»b»1111»........1111.. ....._...... .. 1111..-....d..... .. ......4... .. .. .. .. .. .. U ................1111... - - - - -----------------1111---11.11--------- 1111-- ...........................-------------1111---1_111 • : f , 1111 1111.. 1111. 1111... 1111 .............»....»1111.».»... d 4 4 b b .. 1111...»..............,,4......4... 1_111. .. .........................................»1111...» .... ...........................................................-......... 1111+- 4 } 4 4 9 4 r 4 ¢ 9 4 y O } O 3$ } 4......a. 4.......... #• + ¢ #. . ¢ r ,,,},,. 1111..............1111.;................b....................................,...4....._........1111.. .. $........b....... .. 1111.;.............,.,,,,,,,..,.,.....................1111... ... 1 E t i : : t E f f , r 1 t f t } . ......E 4 .. »»».a^--_.1111.. .....4....... .... .. .. -- - - - - - - . .........................------ t --1111.» _.». - ^................. - ..1111...{................._•----•1111-----------------------------------.............. .. EE {C(' ..^ ................................¢}1111.. >d ) d .. .. .. }3 ..»a3. » -- -- -- - j3j737 b 4 O 4 4 4 9 9 4 4 4 4 4 Y 6 4 4 i i ^rF^^�^ •P O 4 9 6 4 4 4 p d 9 a 4 a 4 -i._.........a........a...... ..........................................................b....••4•.»».a•..».1111. ..... ....-......1111...................4........;........................_1111.......... 1111._................ ... " f i Y 4 : o ¢ : : """' Y 4 # 4 ^� # a a a^ b ».,.d._-...;........a...^ .. .. _..-q.......•p.......•p..... .....d,,......a.... .. .. .. .. .. .. .. E : : E £ i £ £ .»...} _».; ...4... ...... -..... »111#1...^.. -.q..._.._ ...#..1111+1111-...�................. i : 1 d ._ .^ 1111... ^1111. »... .^ 1111... .. ........-- ...................................»1111. _ .__ ....,,..................................................•.. ................................'..... f ... ..........................................................1111..-. ................ ....................... .».. ` _. ' .' ' ...'........'...... _1_111................1111... ........................................1111 a 4 4 r .......y.... e- o- i i 4 4 8 d b b 4 a »4-..-^a^-,...4^ 111 1.. _................ 1111. 4 4 4 d b h 4 4 4 4 4».. .......... ...... ......................d.................».............».»._ .... ............................'................'........•......-.1........... 3 4 a Y •b t ¢ } q } 4 4 a 4 I t i } } a••---••• a ..L.......q...._ ^ SEASONAL HIGH WATERLINE-9.54 . ; , ""t. ,,,,t...... t E E E ? £ s £ f 3 3 i 4 3 i 4 ._•••••-••a.-•-__ .........•........•.......,1111^. _..-1111----1111---- -- --------•1111...........................--'---'--'- 1111-- -------.......•1111 -- -. .. .. .. .. .. .. -- -- •- - -- .. .. ... .. - -- -- - - - .. .. .. .. .. .. .. .. .. .. .. » .. .. .. .. -- -- -• -- -- -- .. .. .. .. .- - -- -- -- -- ......................... ......a--1111..,.,,.,_...».. .........^ ... ............................ .. ........».............,.a............a.......»... 1111. _ _..d......_»1111..111�..a......a.._..a___................. .. .. 1111.1111..-.»_...........'»...» _ 1111.�................•1»111_'•1111.111:1... .. { 1111. 1111....»1111........................................................ 4 4 4 -9-- 4 4 a 4 4 4 b a b � r a 4 4 O b /, .p 9 9 4 4 4 4 q .........�......;..-._4...».4......4..........�......_..,.b......�-........... 1111 ..... -....4---.. .............. ......._....................................._ ..... .........».... _..........................................».»»».......... ._.._................ 1111..._1111..........................................1111... ...» 4 4 r 4 � r 1111..._ _.. .......................................111»1.. .. b # ..^ 1111. »... ..._ ........................... £ £ 3 3 111_1._•11__11........................ .................,.,,,...,,.,.,i,,,,,,,.•..,.....•1111. .............. ` .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ^ .. .. .. .. .. .. .. .. .. .. .. .. .. ^ .. .. .. .. .. .. .. » .. .. .. .. .. .. .. .. Ej - -•`-----'..................i._-•d--"""+"""---------"",...'.,,...i..""",b,..,..i,..,,.`......`.....`.. 1:11;1.....;,.,.,,4»....._ -..4.,....9..,..,`..»...•.._»1111-- --•• 4 4 4 4 4 4 b b 4 4 4 9 4 4 4 4 4 ...d......b......4......'...»,.4»....'........................a-.... ... ....................... 4 ..........................;.........1111...»......4.....' ...»d_..... ..............................y......;1111..;......d.............»'...,............ 1111 .. .. .. .. .. .. .. # , # Y 4 4 # Y 4 Y •4 # # , s s s 4 ¢ ..»11;11.^. ,11¢,11- ---*............. .. ........... .. ...•.d..............».»»-- 1111. .. ....,b..,,,,,, E 1111 .•. 3 , � , 1 111......._.............................. ;.............................. 11_11. .. .._ » ._.._ »»......... .. .. .. _ .. .. .. .. ,. .. - .. .. .. .. _ .. .. .. » .. .. .. .. p 1111. _ .. .. ^ .. .. .. .. .. .. _ .. .. .. .. 3 ...p......a... y ............»....................................... .»i.....,^^ ..»»......._...-1111... 1111 ........... .»............................ .......... 1111 1111 .......,...a......a.-.. .-_. .. a a a P o -a- � b L a ''...•........ £ 1111. , ........... 1111... ». 1111.'... ........... p ^. .. ............................. 1111 . a d e e b � a a EXISTINGGRO ND SURFACE REMAINING p � ## .....................•--------------------�------ 1111 .^1111.^_.»..^..»...--------'----..._...,,11,11.,,,.a•.....;._. _ 1111-------.....-------»..p.............^.tt........1111------ r 4 4 1 t : w r- �' p t : U ( ) # --} q - § , § t t T 4 r t , -#-- -s-- 4 } 1 .. .......d._-•--------------^^. ....... 1111..}1111..»4---- _. -- -- .. .. .- -- .. .. .. ....».4»» .. .. .. .. E f s i i I s : 3^ : ...,.... . � 1111... 11_ 11-�--1111 .. : : ,1111...»...---------111 1..............._ -----.........» .. .. ................- 1111.. »1111 .^... »..» . _ - .... .....-�1111------�.--11��.................................. Z 1111----1111----1111---1111--1111-- -'-- 1111--1111------�---�---- -�--- - --�--�----�-- -- - - .. .. .. t + --1111---1111---1111.. .......................... 1111 1111.»................ ................................ .. y ._ ....................................-•--�-�-------- b 4 4 -4• a 4 4 4 4 4 4 i 4 FENCE ALL 4 i 4 b 4 � 4 a O 4 -i- 4 d b- -b• 4 -b- N 4 4 4 1111.................................4..,.,...4..1111 1111... 1111.. 4 4• 4- 4 � --d---....4.....d......a.................... 1111... ........ 1111...................1111... ................d........•........d.».....a-1»111' _.._4........1•,111..........................................�...».. ........ _..._1111...' : : r r r t ,W r ¢ } t 4 i b... » _ » _ dross Sections 4... f E E E i p : : t , f i .»._.t_...... ff ¢1111 ...»».»_».. ...p......a................ E £ £ E 3 • p ...^- 1111»1111.._ ._... 1111. 1111.^....... » ._ 1111 .........'........'.. ......._....................... .............. ..».^ ............... .. 1111».. ........._.. ........»1111 .. .. .. .. .. -. .. .. .. _ _ .. .. .. .. .. .. .. .. .. .. .. .. 1 11:1.b........d-.1111-)^•......'................»1»111 1111 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. O O 4 4 -"-+"" 4 a 4 a a a 4 --+" 4 9 9 r 4.....q_. 1111._1111 p .............................;...... .-...�......d..............».... ¢, •,..•}..••••••#• ¢ --�--b^, 1 ��........33........................ ... # # ...}......�...... ...........ii......p......p..»».. 1111.. .....d.........». 1111. .......... __ .. ^.^...^1111._^ ..............^...^.. .._._.b........a.........»1111 f i i E E E 4 £ i £ E i E £ E f ..' t s i �' E Y E t` T s i - t .._,i....^.......».-a._.....s.....».p»......¢........}.............. .. .. .. .. ..•d_.....'._----................................ 11.11-4•••••• .^ f ¢ § t ............... 111_1..._-._ 1111... 1111... ....................... ........ .. .. 1111-- _....._... __.__... -- -. .. .. .. .. .. .. .. .. .. .. .. .. s 3 1 4........ - - {E ¢ 4{ »...................^...t.. i - - 1 111..................................'¢3 b..................i - ». » ♦$ 4 6 O b 9 -4--- a 4 4 4 9 > 4 h O 4 O• a i 9 O 9 / 4 4 a 4 -4-- 4 b ••a-• a ... a..... _ .. ... • ..'. y, j. ... .. .. £ r r i 4 ¢ } - - -. ................- - ....................»1111. ». 4 [ ¢ # } � r t ..... a........}1111. - E 1 : "" y : t y .. £ _... •111 1.. ..._ .. .. ................111__1........ • • ...1111... ........ 1111.. ................................1111... r , ...................................................... ........................ ._..........._... _........................................... .. _ w .....^ .^................................................_......... ..» 1111... 1111._ .» .. .. .. .. .. ( .. .. .. .. .. .. .. .. .. .. s #j- .LIN w F ....a - ...._...__ ,111,1 ..._ __.._.. 1111.. ___.;._'"" ._.........�.........._1111_................................. 1111. .4 -d a a ....»1111..._.. .._.......... ........ .. .. .. » .. .. .. .. .. I t yt 4 4 4 4 4 i T 9 9- 4 4 4- 4 P 9 -h r o 4 r 4 4 � 4 4 1111.....1111 1111... ¢. ...,.4...... ..». .....a............4-..» _ ..................y.............». •..-.a._... ......d......•1111..•........^1111........1_111. ........1111.. ................................................1111... .. .. .. +7� ( E : ° i }} ""'MEAN HIGH TIDE WATER LINE=2.04 • � ... ....1........................»._ 1111. •.._1111.. °----......... t ii ' --'1111---'--------'--------'--------'--------'1111---•.............•........�1111----�----' ................ .-------'------....................------•------.....» •_»1111..»...».. .. -. .. .. .. .. .. .. -- -- -- -- .. .. .. .. .. .. -- -- -- -- - -- -- -- .. .. .. .. .. .. - - - -- 7 ............................... 1111.1111..•1111..•1111..•............ 1111. .............---- --•--------.._..................................._�••---�---- .. .. -- - -- -- - .. .. .. .. .. .. .. .. -- -- EE � � i-.1111 ......�......b...... .....a.......'>•.......d......�....•b••....b............ .................. ..q......._...p r , ¢ 4 o a 4 4 4 ¢ - a o b a CONCRETE SEAWALL 4 4 o a e - -••^^^-� } P o o : •1�- b } t } a a d a a a 4 a - a......b.-'-b---_+1111.. 1 .....#...^..;1111..;.........._..». $1111.. ................... .....#........p............-- -....-..... .....i.........------....................-----1111.. : E E E cC f { : 3 : : i E E i s i i i 3 : --... ' ° ....................................................................... ...... ....1111. ............................... ............................... ...............................»• .......................a...,....a...,....a-1111_.^....... ..-.........a........a................................................................................ 1111... ,,.. .. .....a.,.....,.,.....,'........a.,......j.........'........•......^'........1.................. ... .. .. ,. .. .. .. .. .. .. .. » .. .. .. .. .. 4 4 a a a a . . 4 4 4 4 d 4 b a E} ...... .....4......b... 1111........ ......1111.................. : .. ..... .. .. .. .. .. .. .. .. 4 4 ; Y t Y ¢ ! ¢ * Y = # , r� Y j # a a d 1 ) 4 4 } ¢ 4 # »..}. }......4,..,..a....,.4......t... r.._ ...#111 1 .. .. .. .. .. .....d........'... _ ...d......; .. » .. .. .. .. .. .. .. .. t t : � I t £ £ ... .... ...... ... : a ... .. ^1111. »1111. .. ............ 1111..^.................»... 1111... 1111. ^.»...» 1111........................... ..... .... .. ........... i SECTION Z-Z 56 - . Z i 11 I I I w � ASPHALT PAVEMENT I I II a: 0 3 SPACE PARKING ROW O ' I 1i LO N � '�. - — - - - - - - - - - - - - _ _ -�-- - - - - - - - - - - -I- CONCRETE WALK - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - _ _ - - LL I G �'/ � �� PALMS I I p L/ USTRUM/SUNFLOWERS 4 T r 7'k CONCREWPRIVE A (12) LS - - - - -� LO I rGTE .. N HONE CABLE RISEf _ co z %y y I 1 100 o a v o TURF Q � o (3)SP SP 101 o 1- :_ ,: a I p > G p . PALMS, TYP. - - - - -.- - - - - - I 15 11 • I I � a RIVER ROCK 2 1 PLAY AREA I a � 14 1 1 i N 1 I Lln � N (3)WR MU SP I � I i I IJ W I I Q > , ` IIW Ei- ` �, I I "' el LLJ 1111111 � ' � ; � ' ' � ' � NAT RALIZED LANTI S 1 1LU z ` ENTRY COURT , ,, ,� �- %- ,� � I I EL V ` � ' �� ,� ;I SEA OAS 1 0 ' �' B ANKET FL W I (' D NE SUNFL I I ' �4MPvc C.O. WER � WATER AF(2)WR w BEA MORNIN GLORY I Q METERS � x �� `� II TELEVISION E-� I I7. I CABLE RISER �� `� x � •,, � DECK 1 I FA HATCHEE?? DATE PALM SP I � � � I I I SPORTS COURT I I ` L- - - - ' - - - - - - � SP WOOD STEPS 1 (12) LS � : A RIV R ROCK PLINTH 14 1 W/CONCRETE EDGE I j 1 � _ I 15 I I SABAL PALMS W/LUGUSTRUM SC�EEN WOOD I 1 1 10 1 : AL. , - 1 POWER . ;y.; POLE �. ;; :Ei P Al :KA 1 I �' :.., I i' , ,..v ami , "/ . -.:.., : , :.....•,: , Hy,. .cy//% ' 4 % "y,... _x X BRICK `% 6' WOOD FENCE >: , -� - SLS 110 15 SP 4' WOOD FENCE i COLUMN � ( ) ( ) I II PLANT LIST ' EXIST. PALMS TYP. I III SYM QTY Botantical Name Common Name Size Remarks I VIEW CORRIDOR Coastal uplands - Fore Dune HD ' N I I O U Helianthus debilis Dune sunflower 1 gal 4 o.c. ' I WOOD DECK o I I I I D r GP Gaillardia pulchella Blanket flower 1 gal 2' o.c. I o I I I . IPI Ipomoea impertati Beach morning glory 4" pots 2' o.c. ' I o � ' IP Ipomoea pes-caprae Railroad vine 1 gal 5'o.c. I I Z 00 IVI Iva imbricate � Beach elder 4 pots 2 o.c. I I I o 0 UP Uniola aniculata I I I I r- p Sea oats LN/12-18 12 o.c. I r I Iz Upland interior - Palms / Shrubs / Groundcovers N I I AA Agava Americana Century plant 7 gal Blue I I I FP Ficus pumila Creeping fig 1 gal 2' o.c. I LPT Ligustrum japonicum Ligustrum 10x10' FG MG Magnolia grandiflora Southern magnolia 12-14' FG I M I NO Nerium oleander Petite salmon oleander 3 gal 3' o.c. ' Ir j S I PDM Phoenix dactylifera 'Medjool' date palm 14'CT FG I I Prepared by: o' 10' zo' I July 18,2013 PT Pittosporum tobira Pittosporum 7 gal 4' o.c. ERIC W. LYC I SP Sabal palmetto Sabal aim _ � KE, R . ,,,_ I p p 10 18 CT slicks = I—� Landscape FL Reg. No. 15 -, I r- Graphic Scale: 1"=1o' p TF Tripsacum floridanum Florida gamagrass 3 gal 3 o.c. 5122 Otter Creek, Ponte a2 -., — I I Plan WR Washingtonia robusta Washington palm 12-16'CT FG 904/803-39 rz I ZP Zamia pumila Coontie 7 gal 2' o.c. I I � I i 1 2 IN li NO HIM I3 4 5 CC ,0)o m NEW RESIDENCE MOQUIN FOR ANNE MARTE AND KIRK 587 BEACH AVENUEN , N : \ Y ATLANTIC BEACH FLORIDA 32233 \\ N I O r N O +� N �p I� d N O INDEX OF DRAWINGS C L a •oC�0N m .�..+ O .. •� ■� ca �co c L -O-N c� W Cp O N IS �k a O y CIVIL Y C ARCHITECTURAL CONTINUED Cu •� y I; C 0.2 SITE DEMOLITION PLAN C 1.1 OVERALL SITE PLAN A 10.01 SUPPLEMENTAL IMAGES C 1.2 SITE GEOMETRY PLAN A 10.02 SUPPLEMENTAL IMAGES C 2.1 SITE GRADING AND UTILITY PLAN E 2.01 LEVEL ONE LIGHTING AND ELECTRICAL PLAN C 4.1 SITE CROSS SECTIONS E 2.02 LEVEL TWO LIGHTING AND ELECTRICAL PLAN - a C 4.2 SITE CROSS SECTIONS E 2.03 LEVEL THREE LIGHTING AND ELECTRICAL PLAN 1-1 .1 LANDSCAPE PLAN N E.8 STRUCTURAL -� \ O ARCHITECTURAL LOU PONTIGO AND ASSOCIATES • A 0.00 COVER SHEET, INDEX, LOCATION MAP S 0.0 GENERAL NOTES AND SPECIFICATIONS 1 111 MEN I m \ ` A 0.01 ABBREVIATIONS, STANDARDS, NOTES S1.0 FOUNDATION AND GROUND FLOOR FRAMING PLAN SITE PLAN S 1 .01 FOUNDATION DETAILS A 1 .00 � . : �'`� ` � v \ CA 1 .001 SLAB LAYOUT S1 .02 POOL FOUNDATION PLAN SECTION, AND DETAILS ��; \ s \ \� ` zo A 1 .01 LEVEL ONE FLOOR PLAN S1 .1 SECOND FLOOR LITE DECK FRAMING PLAN E� A 1 .02 LEVEL TWO FLOOR PLAN S2.0 SECOND LEVEL WALL FRAMING PLAN , \\ \. \ \. ` •,\.♦'` �\.\ •\\. nika ':i. A� is vv V A 1 .03 LEVEL THREE FLOOR PLAN S2.1 SECOND LEVEL SIPS FRAMING PLAN A 1 .04 ROOF LEVEL PLAN S3.0 THIRD LEVEL WALL FRAMING PLAN A 1 .10 LEVEL ONE REFLECTED CEILING PLAN S3.1 THIRD LEVEL SIPS FRAMING PLAN a A 1 .11 LEVEL TWO REFLECTED CEILING PLAN S4.0 STEEL FRAME ELEVATION AND DETAILS A 1 .12 LEVEL THREE REFLECTED CEILING PLAN S5.0 ELEVATED FLOOR SECTION AND DETAILS A Cn A A 2.01 ELEVATIONS S6.0 ICF GENERAL DETAILS t V • A 2.02 ELEVATIONS S7.0 BEAM SCHEDULE AND MISCELLANEOUS DETAILS A 2.03 ELEVATIONS ` a �1 \ M tY A 2.04 ELEVATIONS BARKLEY CONSULTING ENGINEERS INC. _� ,�' .,? 3a `< A 3.01 BUILDING SECTIONS 001 NOTES A 3.02 BUILDING SECTIONS 002 LIFTING GUIDELINES A 3.03 BUILDING SECTIONS 101 SECOND FLOOR WALL PANEL LOCATIONS \ a TE z\ N A 3.04 BUILDING SECTIONS 102 THIRD FLOOR WALL PANEL LOCATIONS :. `._.;:_ LLJ a Amftom 901 A 3.05 BUILDING SECTIONS 201 ELEVATIONS ; a �� ..r � 1TI0N '; . `rV Z W d _ stn � � aai yr "': :,<. :,:< - Z A 3.06 BUILDING SECTIONS of 202 ELEVATIONS a� � u 0�0 w o A 3.07 TYPICAL WALL SECTIONS 301 ROOF SUPPORT LAYOUT ': . AI� Fn a ILLTYPICAL WALL SECTIONS 302 ROOF PLAN VIEW \\ N' r0 Y A 3.08 .� x � r 10 W LL WW Q A 3.09 TYPICAL WALL SECTIONS 401 GARAGE WALL AND ROOF PLAN VIEW ` ` M f ` mgt \ : �1 1 w w p „ „ Z Y oo CO 402 GARAGE ELEVATIONS . \ A 3.10 TYPICAL WALL SECTIONS r�r °e ♦ S Z0 co v e3" a :fix;; A 3.11 TYPICAL WALL SECTIONS 501 SECTION VIEW `� LO " W � ,: a"Z"`y 1'-..9,9 b' \�4. ad: ae�:c\\\��` S�§,\.. x \\ c "�C,;:"" O� Z Z Z A 3.12 TYPICAL WALL SECTIONS 502 SECTION VIEW 13 R Q g \=2 �jtv A 3.13 TYPICAL WALL SECTIONS 503 SECTION VIEW �� _ 3t DETAIL 504 SECTION VIEW r3QJ < ............. } A 3.14 STAIR S ` - '` LOCATIO 3x S* e; \ STAIR DETAILS 505 SECTION VIEW. ��`� �� _" ' � � '��'�° z-io A 3.15 S 30 ` , A 6.01 FINISH SCHEDULE DOOR SCHEDULE AND TYPES 506 SECTION VIEW 100% PERMIT A 6.02 WINDOW SCHEDULE AND TYPES 507 SECTION VIEW \\ �_ ` ` � ` '�'�V::- �Z#i?.\\�• �,a t? ,AtA bra \ \�. ` 1110 120 DOCUMENTS A 6.03 WINDOW TYPES 508 SECTION VIEW \ A 9.01 LARGE SCALE DETAILS 601 DETAILS ��c' s' , 09.20.13 • `� aa :3 ` " a' 296 • A 9.02 LARGE SCALE DETAILS 602 DETAILS �' � 1 �� _ IIDETAILS �«,�. � A 9.03 LARGE SCALE '„1. `f:' ,,,,,,,,,,,,,,,------ ...,...,,,,,.........................,.................,..,,,,,,,.......... q... i # \ i I A 9.04 LARGE SCALE DETAILS � %�, - Qmk Me SQUARE FOOTAGE INFORMATION . a� r LIVABLE CONDITIONED SPACE FIRST FLOOR 1930 SF LOT AREA (EXCLUDING WETLANDS 25640 SF LIVABLE CONDITIONED SPACE SECOND FLOOR 2942 SF (AND BODIES OF WATER) LIVABLE CONDITIONED SPACE THIRD FLOOR 1341 SF _...,..... _ - \ date = description CONDITIONED CLERESTORY SPACE THIRD FLOOR 641 SF � Dam st 'IN 111bu-1 project#: 1207 I UNCONDITIONED SPACE FIRST FLOOR 1216 SF drawn by: mjf A POOL AND DECK FIRST FLOOR 2052 SF STRUCTURE HEIGHT AND # OF STORIES : SITE LOCATION PROJECT LOCATION checked.by......................,pti....... ..... ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, DECK AND BALCONY SECOND FLOOR 538 SF TRE IN FT 35' - 0"_ A3 N.T.s. A4 N.T.S. 1241 MAXIMUM HT OF THE STRUCTURE _......_..................................................................... ..............._,,.,,,,.,,.., DECK AND BALCONY THIRD FLOOR SF NUMBER OF STORIES 3 copyright cdg 2013 ROOF DECK 570 SF - TOTAL LIVABLE CONDITIONED SPACE 6213 SF TYPE OF CONSTRUCTION : scale: as noted TOTAL CONDITIONED SPACE 6854 SF TYPE OF CONSTRUCTION V-B TOTAL UNCONDITIONED SPACE 1216 SF PROTECTION UNPROTECTED COVER I �I TOTAL DECK AND BALCONY 4401 SF SPRINKLERED OR UNSPRINKLERED UNSPRINKLERED A 0 . 00 1 2 3 4 5 I 1 2 3 saw 4 5 C3 00 ABBREVIATION LEGEND LEGEND (D I @ AT E EA EAST EACH M MARL MATERIALMAXIMUM �+ STR FRNT STORE FRONT ROOM NAME A A.B. ANCHOR BOLT S S SOUTH LAMINATED WOOD STUD PARTITION Q— ROOM NAME AND NUMBER AIC AIR CONDITIONING EF EXHAUST FAN MECH MECHANICAL SAN SANITARY(PIPE) ACOUST ACOUSTICAL EJ EXPANSION JOINT MED MEDIUM SC SOLID CORE(DOOR) INSULATED CONCRETE FROM SYSTEMX# ' INTERIOR ELEVATION TAG ADJ ADJUSTABLE,ADJACENT ELEC ELECTRIC MDO MEDIUM DENSITY OVERLAY SCHED SCHEDULE SEE SHEETS A 5.OX , AFF ABOVE FINISHED FLOOR ELEV ELEVATION MFR MANUFACTURER SD SMOKE DETECTOR STRUCTURAL INSULATED PANEL SYSTEM AHU AIR HANDLING UNIT EMERG EMERGENCY MFR'D MANUFACTURED SECT SECTION y xu BUILDING SECTION TAG ALT ALTERNATE ENCL ENCLOSURE MIN MINIMUM SGD SLIDING GLASS DOOR SEE SHEETS A 6.OX ALUM ALUMINUM ENGR ENGINEER MISC MISCELLANEOUS SH SHELVES O' WALL TYPE D AMP AMPERE ENG'D ENGINEERED MM MILLIMETER SHT SHEET xa WALL SECTION TAG ANDD ANODIZED EQ EQUAL MO MASONRY OPENING SHTHG SHEATHING # SEE SHEETS A 7.OX DOOR NUMBER c APPR'D APPROVED EQUIP EQUIPMENT MT METAL THRESHOLD SIM SIMILAR ® _ ARCH ARCHITECT(URAL) EW EACH WAY MTL METAL SPEC SPECIFICATION DETAIL TAG U C o i^ SEE SHEETS A 9.OX V (n $N ASPH ASPHALT EWC ELECTRIC WATER COOLER MULL MULLION SPK SPEAKER 0 ,.. WINDOW TYPE _ m No EXIST EXISTING MTD MOUNTED SQ SQUARE Q � °�a co N .� .� co c L o ' EXP EXPOSED SQ FT SQUARE FEET � L BD BOARD EXT EXTERIOR SS SERVICE SINK B BF BI-FOLD(DOOR) EWH ELECTRIC WATER HEATER N NORTH S STL STAINLESS STEEL '" i 0 ° °r_ BIT BITUMINOUS N NATL NATIONAL STL STEEL (� .� G � ca •• c 0 BUILDING NIC NOT IN CONTRACT STD STANDARD BLDG F � �•,.. a�— BLK BLOCK FA FIRE ALARM NO NUMBER STG STORAGE BLKG BLOCKING FD FLOOR DRAIN NOM NOMINAL STRUCT STRUCTURAL BM BEAM FDN FOUNDATION NTS NOT TO SCALE SUSP SUSPENDED p A p E pRDETAILS BRG BEARING FE FIRE EXTINGUISHER KEY TO NUMBER D 04 BUTT BOTTOM FF FINISH FLOOR BTU BRITISH THERMAL UNIT FFE FINISH FLOOR ELEVATION OC ON CENTER T THREADS(STAIRS) DIRECTION OF CUTTING a� FIN FINISHED O OCEW ON CENTER EACH WAY T T&G TONGUE&GROOVE PLANE OR VIEW a CL 4,FIXT FIXTURE OD OUTSIDE DIAMETER TB TACKBOARD DETAIL OR SECTION c FL FLOOR OPER OPERABLE TEL TELEPHONE NOMENCLATURE C CAB CABINET CAP CAPACITY FLOUR FLUORESCENT OPNG OPENING TEMP'D TEMPERED(GLASS) FOOT CF CUBIC FEET FT OPP OPPOSITE THK THICK(NESS) m CFM CUBIC FEET PER MINUTE FTG FOOTING OPT OPTIONAL THR THRESHOLD TYPICAL DETAIL B3 CJ CONSTRUCTION JOINT OSB ORIENTED STRAND BOARD THRU THROUGH CL CENTERLINE OZ OUNCE TRANSF TRANSFORMER A 5.01 G G A ,. CLG CEILING GAS TOS TOP OF STEEL CMU CONCRETE MASONRY UNIT GAUGE N TELEVISION SHEET WHERE COL COLUMN GALV GALVANIZED #ILB POUND TYP TYPICAL DETAIL IS LOCATED CONC CONCRETE GAL GALLON P PART PARTITION TJ TOOLED JOINT COND CONDUIT GC GENERAL CONTRACTOR PH PHASE CONN CONNECTION GFI GROUND FAULT INTERRUPTER PKG PARKING CONSTR CONSTRUCTION GL GLASS PERIM PERIMETERUC UNDER CABINET C CONT CONTINUOUS GOVT GOVERNMENT PL PLATE U UCT UNDERCUT(DOOR) CONTR CONTRACTOR GR GRADE PLAS PLASTER UNF UNFINISHED' CPT CARPET GWB GYPSUM WALL BOARD PLAS LAM PLASTIC LAMINATE LION UNLESS OTHERWISE NOTED C COURSE(S) PLBG PLUMBING UR URINAL CT CERAMIC TILE H PLWD PLYWOOD CTR COUNTER HB HOSE BIBB PORT PORTABLE CU CUBIC HC HANDICAPPED PR PAIR V VENT V VAC VACUUM CW COLD WATER HDR HEADER PRE-ENG'D PRE-ENGINEERED HDW HARDWARE PRE-FAB PRE-FABRICATED VCT VINYL COMPOSITION TILE HT HEIGHT PL PROPERTY LINE VERT VERTICAL D DRAIN HMET HOLLOW METAL PSF POUNDS PER SQ FT VEST VESTIBULE D DP DEEP HOR HORIZONTAL PTD PAINTED VOL VOLUME HR PT PRESSURE TREATED VCT VINYL COMPOSITION TILE DEMO DEMOLITION HOUR DEPT DEPARTMENT HTR HEATER PVC POLYVINYL CHLORIDE(PIPE) VTR VENT THRU ROOF DF DRINKING FOUNTAIN HVAC HEATING VENT&AIR COND PVMT PAVEMENT DIA DIAMETER HW HOT WATER Q DIFF DIFFUSER W WWE' HT,WITH DIM DIMENSION I QT QUARRY TILE W WASHING MACHINE DISP DISPOSAL ID INSIDE DIAMETER QT' QUANTITY DN DOWN INSUL INSULATION R WC WATER CLOSET INT WD WOOD N D DRYER W M DS DOWN SPOUT(MACHINE) INTERIOR R RISERS(ON STAIRS) WH WATER HEATER V Z W Q DW DISHWASHER I RIA RETURN AIR W/O WITHOUT Z W� Z 0 DWG DRAWING J JAN JANITOR RAD RADIUS WP WATERPROOFING DWR DRAWER JST JOIST(FLOOR OR ROOF) RD ROOF DRAIN WT WEIGHT W �O W o WWF WELDED WIRE FABRIC _ u- j RDL ROOF DRAIN LEADER �_ Q K RECT RECTANGLE _ KD KNOCKDOWN REFR REFRIGERATOR W O Y U U W� a � REF REFERENCE XYZ NONE z m m REINF REINFORCEMENT � U L L LENGTH RESIL RESILIENT Z � LAB LABORATORY REQ'D REQUIRED W Q Z LO Z LAM LAMINATED REV REVISION,REVISED z LAV LAVATORY RM ROOM Q LDR LEADER RO ROUGH OPENING Q LH LEFT HAND R&S ROD&SHELF LIN FT LINEAL FEET LOC LOCATION LVL LAM VENEER LUMBER LVR LOUVER 100% PERMIT DOCUMENTS 09.20.13 I ............... .................... ............................................................................ ---------------- ........... ........ ............. .................... ....................... ..........------------- date description e I E:: 207 mjf ._................. ................ pbAyright cdg 2013 scale: as noted ABBREVIATIONS, STANDARDS AND NOTES A 0 . 01 1 2 3 4 5 i I 1 2 3 4 5 I Ca 0)o m a D ® it � o N E O � ♦ 8 N U L y 40 6 n' O �0 piOp m N •_ W N CO C W 0 CD— r-N(P) N COD UO CD G C Cu ------ ------- -- -- ---=------------- --------- ---- --- ---�--------�------- --------7--- ---- ---------. 7-----.- ------- -- .... - ---------------(1----------------------------------- ---------------------------- --------------------------------- i--- - T _____-.' r___--_________ i \ \ _ _ --- ------ 1 , i1 __T___ _______T_______________ LO 1 I ; I ' T- // Q I .-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..--.-..-..-.--..-..`/ 1 ..-..T� 1 ; I II I I I 11 I Q I L=ro- LZE 16 �--------- 17 ---------------------------------- V 5 II 1111 ► L ..------- ---------- 1112;< 113 1 1 3 ^c 1 u' � 1 T s _ ----------- ------ I I 1 1 1 11 I I I I 1 I 14 3,_a„ I I 11 I 11 I I i I I I I I 1 11 1 11 I o f I I 1 1 1 I I I 1 I ---- - I 1 1 1 II f T] ........................ f I 1 1 I 1 f 1 11 I It II 1 1 [--=-------- - 1 I 1 1 1 1 II I 1 I 1 1 I 1 I 1 1 11 I , n I I -- ► I I Il I I I �j I N 1 I I I 11 1 1 Z N I I 1 1 I W _ r� I I I 11 U Wa I I I I p I 1 I I I ------------------- 1 I 1 I „f. 1 1 I II I 1 1 1 I Z W C� � I I f\! ' W I I I I 11 I Q QO j0 16 I I I I I 11 a LL I I I I 1 1 O 0 Z> U V V I ; 15 ----------------------------------------------------- --I I '----------------------------------------- I 14 17 1 114 1 I 1 1 1 Z Y °° B ? I I I I �1 W Q� LO 13 1 11 I Z Q Z - 16 1 1 1 id 112 I i 1 i I 112 II a I I , 1 I 15 1 I 113 I , II 1 ' I I 100% PERMIT I DOCUMENTS 09.20.13 o. i ARCHITECTURAL SITE PLAN 1................................................_.._..._..................._. _ 1 , ..................._..............................................._........... Al 3/32 - 1 -0 PROJECT {n NORTH ................................................................................. date € description project#: 1207 A "`drawn by: mjf ............................... checked by: jpb i copyright cdg 2013 scale: as noted SITE PLAN I A1 . 00 1 2 3Nowsm 4 5 it I 3 4 5 I 1 2 r CL 22� Il 22 II � � 116'-011 5'-411 601-011 561-011 N 601-011 J -i L N 261-011 61-011 28'-011 =3 .� N E o U) v o CO o V/ COa)_N Cq c0 � 10 3/41' 9 1/21 - TYPICAL @ GARAGE Cu ui d' k d e• O _ x-10 3/411 11_411 61_.411Lu N — O _ - o m o m p - 4 0 = d N w N C V 1'-3 3/4' 3'-4 1/2'1 1'-3 3/411 a o I 12"WIDE AND 5" DEEP STEP-DOWN TO "T ACCEPT DRIVEWAY MATERIAL N _ N 2'-6 1/21 51-911 _ II 1_ " 4 1/4 1 3 3/4 5'-5 1/4° 7 71-3 3/41 3'-4 1/2" 6'-01 16'-0° 51-41 811 co C 21-81 331-011 y'-8" 3'-411 21-011 9 1/411 m 39'-411 8 _ o 9 1/41 N Co m _ 9 1/4" a' n LO o o Wo Co N L0 I INDICATES 4" RAISED 8'-6 1/2" 111-5 1/211 M N ® AREA W Z M .T INDICATES AREA THAT IS CLEAR FOR 20'-0" Q . MECH/ELEC/PLUMBING STUB UP Z W O Z) W �0 j p -N` LL INDICATES 2 3/4" - 151_211 10'-1011 49'-0" 23'-0" LOWERED AREA 0 _ _ O UJ LL 9'-9 1 2" 2'-91 2'-7 1/211 6'-1 3/4° 3'-4 1/2°11 3/ " 5'-1011 13'-5 1/2° 3'-8 1/211 W w Qo � F W z Z z Q g - = Q 4" o 0 100% PERMIT 10 3/411' DOCUMENTS 09.20.13 ' 0 11° 3'-0 1/211 N d' _ h _ 261_6 1/2° 21-711 .._....._,,,,,,,,,,,,,,,__..........................,,.,,,...........,..... _10 N C3 p i date description I_ II 21_911 61_211 21_911 2T-1011 9 6 Fan 1207 I_ " 49'-0" : mjf 561-01 6 0 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_,..._,,,----,,,,,... y: jpb A111-0° ,,_,.�.,.,.,,,,,,,,,,,,,,,,,,,,,,,,,....,..,..,......,,,.,,,,,_..,,,.,....... I copyright cdg 2013 i scale:as noted I �'� MAIN SLAB LAYOUT MAIN SLAB LAYOUT 114 - 10 PROJECT NORTH A 1 . 001 4 5 1 2 3MEN 1 2 3 1161-011 CC 601-011 m 50'-811 51-4'1 26'-011 61_011 �_ w 28 0II A2 14 1 61-7 1/411 171-6° 3'-10 3/4° 3.04 1'-11" 10'-011 1- 11 N r---------------- B1 17 .::. 3.01 I D 1 - • d, --------- ----- ---- --- .. . ... ... i' OUTLINE OF BUILDING STACKED I DOOf� "' , SPLIT SYSTEMS ,, o -- I ABOVE (D -- -- -- - \ 3'-0"SWINGING N E o -------- 1 C GATE SYSTEM O O 8 V 0 N I I I I I ... �c�ao mN�m I I I I O .... I W/D \ , I _ -C ^L` topop=�i ----J ----� I N o I .,...... ..... ... U W O;k cN0y I FRS I L c � �°�rww GARAGE I 111 16'-5° '- 1 ^ 6'-0° I 1 LAUNDRY I 11_411 d- MECHANICAL.,- I N C101 B1 FC-102 l 6+�Oe o a A107 I l N ... ... OR C102A 3.04 I CEOILING 0 TOILET ¢ I I I B1 ---------- S l 6'- 12" 11 I 1 3.04 N ———— _ __ _ __ __ __ _ CABINET A104 / 21'-4 1/2 ,"� 1r - OUTLINE OF AREA STUDIO 3'-6"TALL WALL I I -,\-------------- , f \ DEDICATED TO POOL °' I OB A 003 t II N I .... I o EQUIPMENT io `� t t DESK SYSTEM it jjzt- I�D} POOLROOM I I _ t p i `--' A106 I I oQ A105A I I �-N i V-10 1/211 I i E % I I m I ,, r DIRTTWALL I I c 12'-5 1/2" I ' 0" 6'-711 4'-8 1/211 8 1/911 31_411 811 21_011 SYSTEM BREEZEWAY 1 CCI 01 1 �., I _..... I lO ` I /01 B `\ 1 CLOSET - A101 -- A106A I j F o 7-7-- C i o 1_ 11 1 1_ I ¢ I i Ah018 - 3.04 O 9 5 1/2 t 3 4 t 1 1 1 i t B1 21- 1/411 1 1 t 2'-811 33'-011 3.03 gl_8n _q n 71_4" I I I I m I I t A101A ENTRY D o A101 NOTE: j ELEVATOR __... I -_..__ DIMENSIONS AT WINDOWS AND `� I A102 7n DOORS ARE FOR R.O.WIDTHS I I l I NOTE: '-0" 141-011 1_ 1 t 0 ALL INTERIOR WOOD FRAMING I I I I- t _I I �� ,: � ` UP t I I I t l IS TO BE LAMINATED 2X WOOD � STUDS I 41-0 1/21 I.L - — I i �� [ t I_ II 7 14 _ 13/+4 1 1 I UL H o I o rn t INDICATES 11 ICF WALL SYSTEM ; I -- t C, FIT g" T-9 /211 '-6 1 11 i'. `\ i_ n - 121-01, 6 0 161_qu 51.411 INDICATES 81/4" SIP WALL SYSTEM _ I A I r 2 39'-411 I co Al ► I cV l / l Z N INDICATES CRUSHED 3.02 OTIN SCR N, i A4 W _ r) GRAVEL L L S TEM 3.02: Q t � \ / W _. — INDICATES CONCRETE - _ W Wz Ir FINISH � o Q QO O \ I ` aLL J INDICATES RESYSTA - O z Z DECKING 4r' :.- 1 ;. : . j., ti .' 1/2" 1- 11 1_ n - 1_ 11 I_ 11 W LL UJ Q Q LL z WW B INDICATES POOL - Z m m 00 T: < W Q Z Z ---------------- �00/1 - z Q g BATH B101A 6103A B105B Q 6101 HALL 8103 O B105A AHU 0 B1 Og a B107 100% PERMIT DOCUMENTS 9'-5 1/2" 31-111 O_ ENTERTAINMENT ROOM t o 03.05 09.20.13 0 0 TALL STORA AHU 1 B107A B105 SYSTEM d- cfl IN —————— N ---------------- BEDROOM 1 BEDROOM 2 \ 7 6102 B104 _._,__.._. _I , I I x 11 , I I ................................... o ADW` I I r k II �REFR I I t I cV —— —— —_ _.,.,........_,,,,.----------.._......__... __,.,...... _..... 10 4 tO __,_._,_............... _..... 2 ST E 9 __......,- 12'-10" 2'-5" 0 11'-3 1/211 1 11 8106 1_ 11 1 16 B1 I I N I M �= T=� --r=r- I .......,,._,.... 3.06 I I I Up I t I i I - B1 I _ d date ! description 15 I I — i 1 1 1 I 1 OUTLINE OF BUILDING I 3.06 I ABOVE I ___-______-- I L____________ _____ _____J L J-L-L J 1 project#: 1207 -------------- -------------� ......................................._........................ '4 271-8 1/2" —————— drawn by: mjf 14 .. 91-611 2'-911 6'-211 21.911 2T-10" checked.by.................... copyright cdg 2013 61 3.01 —� 49'-011 scale: as noted FI ST FLO LEVEL ONE 1/4 = 10 �I FLOOR PLAN 1 ' PROJECT NORTH 1 . 01 01 ; 1 2 3 INNER4 5 1 2 3 4 WON5 C a 57'-1011 22 46'-5 1/2" 111-6 1/211 22'-411 141-811 V-3 1/211 41-211 1 N 61 = CONCEALED . . . _ . . I_ GUTTER 3.01 N 883/4a II . . . . ® SYSTEM- _. . BELOW — _ — — — — — — — — — ------- -- — — — — — N 1 g — r- - --------- L_ - WINE � -- --- . . � o I� _ $� R I III ♦� N N i I N I N A205 n /2 ^, L- �' c ■� ■� N ajCO CC4 • � N 11-611 PANTRY I • ... I A205 I I � � N y CZJ FLOOR TO I i I V ♦..r °� � ° CD CEI D L. - - I I CEI ING I AHU 2 AND CA NET VEN = 0 S IN K AHU 3-ABOVE -- - �° MECHANICAL 2'-7" `r N B1 A202 I I d- 61 i 3.04. _ _ 1_ n I L 1_ 11 1_ a 1_ a I_ n 1_ 11 1_ n 1_ 11 1_ n 1_ I u 3.0 - _ 76 981/2 511 33 /4 45 33 5 33 45 391/ 71 I o . . ° _ SINK LAUNDRY T _ .. . 0 CONCEALED m p Q A201 � POWDER -` A204 a' 0 I II ,c � I I GUTTER a a, II 1 II y SYSTEM- ® BELOW a DINING 0 I I I I 0 I II A.m TEM _ - - - � 11 �� DIRTT WALL YS �- 11 I 1_ I I I I � 0 9 5/4 17 2 3/4 3 8 1/2 � 24 6 1/2 1 2 �' A201A HALL A203 8 5/ 1 ---_-----_----------_---- - ----_------ t Co JA211 B1 i d 3.03 i� j LANDOG G TO L N IN , B1 I I I 3.03 S ST41R AQUARIUM CE ERED p,208 I N ON STAIR AND TV LL t I co o \�Xi/ 4 A102B I II NOTE: 31_1 i 1/211 '-1 /4' 51_5 1/211 I I I I _.................... DIMENSIONS AT WINDOWS AND DOORS ARE FOR R.O.WIDTHS I I I I NOTE:ALL INTERIOR WOOD FRAMING I II IS TO BE LAMINATED 2X WOOD ,� �� I L li -- < -DN � LIVING STUDS :0) , 10 1/211 I A209 I I I I ' I II 0 I II o . - I N °� I co I : INDICATES 11" ICF WALL SYSTEM ii i II 1- :1/211 1y `II 9 I _ 7 11 I II i I i I 11 I I Ch �� I I I C� 11 INDICATES 81/4 SIP WALL SYSTEM 19, 11 1/2 i N s : I OUTLINE F I I I I Z N Al U 0 I I Al W _ M I I 3.02 I WALKWAY ABOVE I I 3 Q INDICATES CRUSHED 0 V W _ I W — GRAVEL - I I I Z _.... N __............................................_............................ � 1�ifi.... ..:......... 12,,1.... 2.f1.... .`. 3'-10 3/4" 3'-1 1/2" 14'-6 3/4" 6'-1 11 I 1 I �0 W O W INDICATES CONCRETE O FINISH :. . ,....._..__..._............_.._................. _.,_.____............................_,............................._.,,..,.._ ........�......................................................................................... _ I Q� QJ INDICATES RESYSTA 3'-211 8'-2 3/4" 3'-211 A209 i i i W W Q Q DECKING I I l i _ ZR W m I I � m Z� ~ g INDICATES POOL _ i i i INTERNAL Q L00 O U I I I DOWNSPOUT W Z Z - - --_--� - - - Z Q g FLOOR TO CEILING FLOOR TO CEILING Q I TALL STORAGE TALL STORAGE SYSTEM SYSTEM m 1'-4 3/411 "o . I } '-0 1'-8" 101-111 1'-9" 11-311 3'-7 1/2" 1'-5° 1'-8 1/2" 10'-1" 4'-9" 1'-4 112" 14'-3 3/4" BOY'S HALL 6 1/4" 100% PERMIT 0 DIRTT WALL SYSTEM 1'-1 1/211 DOCUMENTS _ - A217 C0 f B1 ¢ B1 1116, 3.05 0 09.20.13 3.0 °O SHELVES O BOYS ROOM 2& BOYS ROOM 1 I? A216 A213 o 12'-8 1 2" I_ 1 n121-111 1_ a I_ " 7 2 .................................................. ........... ........ ....... .. ..... ........................................ .o. ................. ..... ............................................... I _ / 8 8 1/2 i 12 6 1/2 � o � I SI K PLAYROOM ^ N _. BOYS BATHROOM N PETS � FA-2-1-1-11 t 21_6u A214 _..._...._...........:................._.._........._.._..__............... _.._..__. N O 5212 ; 1:10 _ Cn i. 13'-0 1/2" o '-1 1/211 141-111 2'-811 4'+ 1/2" A215A _.........._...__........................._.._....__.. ...._._ .... I ,421 4° _FLGWT0 CEUN-G- - TALL STORAGE °O B1 i i 2'-211 21-7 1/211 2'-2" U 11A SYSTEM �' B1 .................................................................................. I date description � 3.06 21_1 " g1-811 21-9" 3' 7 1/2' 61-11 1/211 1-7 1/ " 2' - - �= fi/ '--D 2'-8" 4' 4 1 211 12'-6 1/211 3.0 I i project#: 1207 o INTERNAL drawn by: mjf A SHOWER DOWNSPOUT f A215 Co 7'-011 6'-5 1/2" 8'-1 1/211 12'-0 1/2" 4'-2 1/2" 16'-10" checked y: jpb copyright cdg 2013 B1 3.01 I scale: as noted 54'-811 i SECOND FLOOR PLAN LEVEL TWO Al _ ,_ „ FLOOR PLAN 1/411 - 1 0 PROJECT NORTH A 1 . 02 1 2 3 4 5 2 3 4 5 �I 7--------------------- .2)e i CONCEALED B1 GUTTER SYSTEM- 3.01 BELOW - -- -1- -- -- -- -- J_ `4 N 1 11 L o lei 8N 14 P F RC E I V L y 1 vc - T R EGE E J N ro ..1 -�-.+ 0 c`o ¢c 00 c N .......................... :: eco c Ci 8 V ! �`'4 L C!Cu m =V�CC u B1 R0qF PE C 3.04 A302 61 3.04 �� 10.-.8". I m --- y- y C AlN \\- E F E I `=co c MR MAM a — — Cos C UP I'I B1 3-4 -1 gii d-• � , 1 II 3.03 ' 3 03 \ � I i STAIR N A102C € NOTE: N A301 i ;? DIMENSIONS AT WINDOWS AND ............... .............. ................................. DOORS ARE FOR R.O.WIDTHS ALL INTERIOR WOOD FRAMING IS TO BE LAMINATED 2X WOOD E _ __ DN d- �� ' • STUDS 3'-1 1/2° 7'- 1 gn� i� INDICATES 11" ICF WALL SYSTEM FF 911 T-9 1/2" O 11'-511 INDICATES 81/4" SIP WALL SYSTEM ��' ��\ M WALKWAY , N Al 0 Z INDICATES CRUSHED 3.02 A303 ' \�� 1 W _ c�i GRAVEL i 3 02 V (�7j Lu Z W v Z 9 INDICATES CONCRETE Q O w O _............................. — � Q� a � FINISH 12'-6" 3'-4" INDICATES RESYSTA Y U = DECKING L11 w uJimQ INDICATES POOL i �' \�` Z00 LO m U Z ROOF C4 C4 - a EE N ` cv — Co f.. 611 FX A305A MECH CA - _ I 100% PERMIT 61 A305 � ° A310A DOCUMENTS TALL STO GE 1 3.05 SYSTEM 3 05 09.20.13 WARDROBE SHOWER A309 i o N STUDY A306 - MASTER BATH I - o A304 FA-30-8-1MASTER BED T D K o j N I 6" ;4- N FA-3 1-0 I � ' ap i d' _........................••.•.........•........•••................. I N I ti _._... .�......................._...._ I II •O I II c7 1 II ® 1 II _ . . 8-1 1/2 8-5 1/2 a� 6-6 7-11 16-911 A3106 I I 61 TOILET I D I E...................p....... mob ow MIN, A307N I 1 ................................................... I date descn tion ao N L..,.......4M.............. 3 06 J r p project#: 1207 A drawn by: mjf CONCEALED .........._....... _. GUTTER 46'-911 6'-1111 SYSTEM- BELOW copyright cdg 2013 B1 3.01 scale:as noted 541_au THIRD FLOOR PLAN Al 1/4" = 1'-0" LEVEL THREE FLOOR PLAN PROJECT NORTH A 1 . 03 a 2 3 4 ----------------- MINIMUM 5 ------------------------------------------------ --- ——--------------------------- ----------------------------- - ----------------- 4 C CL co ................................................................... .............................................................. ... ......... ..................... .................................................... ................................................ .. ...... .............................................................................................................. ................. ....... .............................................................................................................. ........... ............ D ITT I I I I I z z 04 CYO 04 IC- cn -m, ccl L Go Gro-+G) cc a C, C> >It !R a C4 0 co .0- 302 8 CL 0) E 0 1-011 271-1011 ............... ....................... ......................... .......... ......................... ................... .......... .............................................. ............. .................. ........................... ............ .......... ............................ ......................... .............. .. .... .......... ...................................................................... .............. ........................... ...... ........................ .......................... ......................... ............. .................................. ........................... ............. . ..... ................................................ C J III ..................................................... J .............................................-------................... ............... ......... .......... ... ................ .............. Cf) ii 04 Z 64 Lu M ii UJ ............................. u i z z z k3 --J ............ ...................... W W 0 .......... ........ .......... ..................................... .......................... ............. ................. LL ..................................... ........... z z Wo M Y 3f UJI U UJ Lu LLJ 00 W Lf) v IIIoz 100% PERMIT DOCUMENTS 09.20.13 ..................................................................... .......... .................. ............ ................ .......... ———-------------- ............ ........... -------------------------- C4 541-811 Lo, III -------------------------- date description ............ project#: 1207 drawn by: mjf .............................. A checked by: jpb copyright cdg 2013 scale: as noted OF PLAN A 1 ROOF PLAN 1/4 11 -011 PROJECT NORTH A 1 , 04 Y 0 7T S1 project �ect" --------- ............ drawn b� ............................ checked .......................... ROOF ........... I 1 2 3 4 5 Ca �o •� L I I, ----------------- D --- --- - W \ N or---------------------- N .+ N p L----------------� 111 }+ O M N nU � �_ deo W O 8 �O 0 La ■� t0 y f0 C I O- � •� LO.» � C ^` N W O Lc s O�� p y o c i c C o � �o - 8 O O ® O I I I O I I 0 I N 7C 1 r---------------7------- ------r E 0 0 Ia O I _ ami c m 0 0 0 0 0 0 0 0 0 � LI, 7TL-- 0 11 1 C I J INDICATES 11" ICF WALL SYSTEM INDICATES 8 1/4"SIP WALL SYSTEM c N W Z M U WD ? o IX WO W w� INDICATES STUCCO > O Q� FINISH aLL WO2� _ INDICATES RESYSTA LL uJ ft Q Q CLAD CEILING ZSe M CO BZ 0 coo U W QZ Lr) l.- 21] Z Q g a O O O O 0 0 0 0 Or 100% PERMIT DOCUMENTS O 0 s O 09 O 0 O S .20.13 ° 0 O I 0 0 0 ...................•..•......_...................•.•...•._.._............... 0 O0 0 ......••__..•.••.••........_._............••••••••••.•...._....•.•..•.••••.•.......... O O 0 O j 7177177 ................................................... - date description project#: 1207 A .drawn.by.............................mjf_.............._. checked by: jpb ...............................•........................ copyright cdg 2013 scale: as noted 0 1FIRST FLOOR REFLECTED CEILING PLAN LEVEL ONE REFLECTED CEILING PLAN PROJECT - NORTH A 1 A O ° ' 1 2 3 4 5 now= lim 2 3 4 5 C �. 0 r.. i I N 1 N Eo Cf) 8C.4 ig o�cCb o ® ® O _ 0 0 O 1 ♦...� m N ._O ago ��O=N U _� c �NU44t) ® ® O W ° O_ _2 O C C O 7 UO 0 m Cu ■� r to , I 0 O 0 O O I ® 1 ! I I s Q I O 0 ® 0 ® O O Q p E.8 I � 0 0 0 ° 1 I 1 \ I \ / 1 0 \ Mom \ / I 1 INDICATES 11" ICF WALL SYSTEM / \ 1 ® / ` INDICATES 8 1/4"SIP WALL SYSTEM CO / \ 104 W Z t1 VD_Wj < Z INDICATES STUCCO O ' \� I FINISH ,'/ �\ i W W 0 w p INDICATES RESYSTA / \\` I w o CLAD CEILING // \`\ I W� 2: u- 3f W 11.Cne00 W W B 0 ZY mm / \ I \\ 1 W Q 0 co co \` 1 Z Z Z MOM Q Q Q O 100% PERMIT O DOCUMENTS 09.20.13 ° 0 0 O ............. O _.............................................................................._................ I O O 0 0 O0 p p - .................................................. ------------ o . . p date ; description A project#: 1207 drawn by: mjf checked by: jpb .........................."",.............................. copyright cdg 2013 scale: as noted SECOND FLOOR REFLECTED CEILING PLAN Al LEVEL TWO REFLECTED CEILING - PROJECT PLAN NORTH 2 A1 . 11 3 4 5 2 3 4 5 CC O 0 � 4 N I� L o N04 E p Co m0 V N N � C m. .m. � Ito8 Q L �Pci ov CCN ��/ ■m� r tlJ CD W 4-7 N _ dy O i C - O 0 0 X LLm LLJ ® p _ INDICATES 11" ICF WALL SYSTEM s INDICATES 81/4" SIP WALL SYSTEM 0 cY) M N W Z M U W� jo INDICATES STUCCO O Z —CY Z W FINISH 0 O p W 0 j 0 INDICATES RESYSTA (n o _ CLAD CEILING W Y U U WW QQ B Z ® R mm ® w Qo � � z Z Z Q J s� O ® 0 ® O O 0 0 100% PERMIT DOCUMENTS 0 ® ® 09.20.13 o. I O _.................. ........._._..._......___._......_...........................— O p O p0 ............................................................... 0 0 p ® 0 date =description XRRRI project#: 1207 A drawn by: mjf checked by: jpb copyright cdg 2013 I I i scale:as noted THIRD FLOOR REFLECTED CEILING PLAN 1/411 1 1-011 LEVEL THREE REFLECTED CEILING PROJECT PLAN NORTH 2 A 1 . 12 3 q, 5 � I i i i I 12 3 4 5 Ca 00 1 CN CD N -6—+ 6 M g N SOD CDU 3 ¢F wN 0O cN�m O3U0) r fA 4j d TOP OF PARAPET —+ 1 35f-O" TOP OF PARAPET �. + 135'-0" + + + + + + + + + ` a� CZ z � �\\ , .CP NU;l _ a y UNILUX FENSTER AND TOREN z GLASS RAILING SYSTEM ALUMINUM CLAD WOOD IMPACT cm�I � WINDOW AND DOOR SYSTEM TOP OF RAILING '_. v + 128'-4" f o 0 = I SMOOTH STUCCO SYSTEM ON METAL mk TOP OF WALKABLE ROOF DECK LATH ON LIQUID APPLIED_ > === WATERPROOFING SYSTEM ON 81/4" 0 + 1264" _ STRUCTURAL INSLULATED PANEL TOP OF LOWER PARAPET I _' f { SYSTEM + 123'-6" C RESYSTA WALL CLADDING SYSTEM- - TOP OF LEVEL THREE FLOOR DECK PROFILE RES010612-WITH CONCEALED . + 122'-81/4.. CLIP AND BATTENING SYSTEM OVER LIQUID APPLIED WATERPROOFING ON 8 _,••,,,, .,. A'' PORCELAIN TILE FACADE CLADDING lk ... 1/4"STRUCTURAL INSULATED PANEL ...•••••.-. - - � ==w - � . �•� _. _ SYSTEM ON 1/4 CEMENT BACKER SYSTEM BOARD ON LIQUID APPLIED j € _ WATERPROOFING SYSTEM ON 81/4" PORCELAIN TILE FACADE CLADDING _ STRUCTURAL INSULATED PANEL o SYSTEM ON 1/4"CEMENT BACKER jj SYSTEM BOARD ON LIQUID APPLIED _.. WATERPROOFING SYSTEM ON 81/4" ` it t SYSTEMURAL INSULATED PANEL ; TOP OF PARAPETAk I + 115'-6" "'. r...: ,. ' OUTLINE OF GARAGE _ _ •• STRUCTURE Ri ------- - ---- ------ ----------------------r------ ----------- -� LEVEL TWO FINISH FLOOR + 111'-6" :: t :__• .. -.. .... Nr------i- ------- ---- --------------T------ --------L -i---- - � BOTTOM OF CANTILEVER AREAS ' + 109'-0" BOTTOM OF CANTILEVER AREAS M + 109'-0" SMOOTH STUCCO SYSTEM ON METAL N i LATH OVER LIQUID APPLIED W M WATERPROOFING SYSTEM OIC TV- -- INSULATED CONCRETE:FORM WCy =5 Lu D W WO wO J SYSTEM , — � Q� aLL SMOOTH STUCCO SYSTEM ON METAL O Y = 2 LATH OVER LIQUID APPLIED W LL W W Q Q WATERPROOFING SYSTEM ON 11" Lu lL INSULATED CONCRETE FORM Z m m LOILEVEL ONE FINISH FLOOR SYSTEM z U + 100'-0" LEVEL ONE FINISH FLOOR W Q � W + 100'-0" Z zZ Q RESYSTA WALL CLADDING SYSTEM -PROFILE RES010612-WITH Q CONCEALED CLIP AND BATTENING UNILUX FENSTER AND TUREN SYSTEM OVER 316 GRADE ALUMINUM CLAD WOOD IMPACT STAINLESS STEEL PIVOTING TUBE WINDOW AND DOOR SYSTEM FRAME SYSTEM 100% PERMIT DOCUMENTS B1 WEST ELEVATION , 1/4" = 1'-0" 09.20.13 o, .......... ..................................._. .............-.........................--................. date description project#: 1207 A drawn by: mjf _..•.••.•_.._ ........•..•......__...._........•...............•..•.•......_.............. ....... checked by: jpb i copyright cdg 2013 Ell scale: as noted ELEVATION i O A 2 . 01 1 2 3 4 5 � i 1 2 3 4 S CL ,Do LU Z J U F-- Q �1 TOP OF PARAPET 1 • D + 113'-0" TOP OF ROOF DECK 1 o + 112'-6" N -o PORCELAIN TILE FACADE CLADDING 1 V .. N N SYSTEM ON 1/4"CEMENT BACKER o BOARD ON LIQUID APPLIED o N WATERPROOFING SYSTEM ON 8 1 �= •O gi N 1/4 STRUCTURAL INSULATED L$ >" PANEL SYSTEM c o oy 1 (� N d RESYSTA WALL CLADDING SYSTEM 7 L C: 0.4 (10) - -THIN PROFILE TO MATCH MAIN "— y ^-.; °'= `P SYSTEM-GLUED TO ALUMINUM N SECTIONAL GARAGE DOOR 1 CIS LO CD ^ 1 1 5,¢ LEVEL ONE FINISH FLOOR E� + 100'4, m a C 0 I I C AZ SOUTH ELEVATION 1/4" = 1'-0° PORCELAIN TILE FACADE CLADDING SYSTEM ON 1/4"CEMENT BACKER BOARD ON LIQUID APPLIED WATERPROOFING SYSTEM ON 81/4" STRUCTURAL INSULATED PANEL SYSTEM RESYSTA WALL CLADDING SYSTEM -PROFILE RES010612-WITH CONCEALED CLIP AND BATTENING SYSTEM OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 6 1/2" STRUCTURAL INSULATED PANEL SYSTEM TOP OF PARAPET TOP OF ICF WALL SYSTEM :. : + 135'-0" SMOOTH STUCCO SYSTEM ON METAL M Z N �t LATH ON LIQUID APPLIED W _ ch i WATERPROOFING SYSTEM ON 8 1/4" LLJ = Q STRUCTURAL INSLULATED PANEL : `r V W O SYSTEM k Z W WO > p UNILUX FENSTER AND TUREN W cQc m aLL ALUMINUM CLAD WOOD IMPACT U)0 WINDOW AND DOOR SYSTEM W � W Q UQ Z� mm TOP OF 314"FLOOR DECK Z � V LEVEL THREE FINISH FLOOR 0 + 122'-8 1/4" + 122 8 W QZ � Z W Q _ . . PORCELAIN TILE FA ADE CLADDING � � � . � � • ' C C G SYSTEM ON 1/4"CEMENT BACKER - BOARD ON LIQUID APPLIED `�' I WATERPROOFING SYSTEM ON 81/4" 100% PERMIT STRUCTURAL INSULATED PANEL 1 DOCUMENTS SYSTEM 1 SMOOTH STUCCO SYSTEM ON METAL ' LATH ON LIQUID APPLIED 09.20.13 ' WATERPROOFING SYSTEM ON 8 1/4" STRUCTURAL INSLULATED PANEL 1 SYSTEM LEVEL TWO FINISH FLOOR 1 LEVEL TWO FINISH FLOOR ` + + ...................... ............................ 111'6" BOTTOM OF CANTILEVER AREAS 1 BOTTOM OF CANTILEVER AREAS + 109'-0" 1 _... + 109'-0" .............................'. ............................... 1 _........1.........................................................----.........._.... 1 - ....._..... ST rn ' date description 316 GRADE STAINLESS STEEL PO AND BAR RAILING SYSTEM WITH ° RESYSTA PROFILE RESP020312 CAP 1 project#: 1207 LEVEL ONE FINISH FLOOR �` + 100'-0" LEVEL ONE FINISH FLOOR _.__..._......................................_......................._.............................. drawn by: mjf 1 + 100'-0" checked by: jpb _ _..... _...................................................................... 1 copyright cdg 2013 iiiiiiiiiiiiiialljl;lillilill 11111111111111111111111111111111 0TH STUCCO SYSTEM ON METAL I LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 11° scale: as noted INSULATED CONCRETE FORM SYSTEM UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT ELEVATION WINDOW AND DOOR SYSTEM SOUTH ELEVATION A2 1/4" = 1'-0" A 2 , 02 1 2 3 4 IRWIN5 34 5 1 2 C 0. 0)0 D o � EN N 'DO �00 PORCELAIN TILE FACADE CLADDING N 0 Io C1,04 � a� SYSTEM ON LIQUID APPLIED .� WATERPROOFING SYSTEM ON 81/4" 9 co 8 STRUCTURAL INSULATED PANEL Jj L 0 Q N IV WALL SYSTEM L f-�+ r— c c /'�' �O V O'— a� TOP OF PARAPET + 135'-0" TOP OF ICF WALL SYSTEM + 134'-0" - _ N _ RESYSTA CEILING CLADDING SYSTEM- TOP OF PARAPET PROFILE RES010612-WITH CONCEALED CLIPCL 0 + 132'-5" �.¢ AND BATTENING SYSTEM OVER WATERPROOFING AND 112 SHEATHING ON 2X c WOOD FRAMING GLASS RAILING SYSTEM - d � 3 • 1 � 0 + 128'-4" TOP OF RAILING Ali o - GLASS RAILING SYSTEM GLASS RAILING SYSTEM m SMOOTH STUCCO SYSTEM ON METAL - TOP OF WALKABLE ROOF DECK LATH ON LIQUID APPLIED WATERPROOFING SYSTEM ON 8114" + 125'4" I STRUCTURAL INSLULATED PANEL SYSTEM RESYSTA WALL CLADDING SYSTEM TOP OF LEVEL THREE FLOOR DECK •. . -PROFILE RES010612-WITH C + 122'-8 1/4 CONCEALED CLIP AND BATTENING UNILUX FENSTER AND TUREN SYSTEM OVER WATERPROOFING ALUMINUM CLAD WOOD IMPACTON 8114"STRUCTURAL INSULATED WINDOW AND DOOR SYSTEM PANEL SYSTEM 0 SMOOTH STUCCO SYSTEM ON METAL LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM ON UNILUX FENSTER AND TUREN INSULATED CONCRETE FORM ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM ' SYSTEM SMOOTH STUCCO SYSTEM ON METAL LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 11" INSULATED CONCRETE FORM SYSTEM LEVEL TWO FINISH FLOOR LEVEL TWO FINISH FLOOR + 111'-6" _ + 111'-6" `° . •• . .. • . . ,. ................... TOM _...... B T N OF CANTILEVER AREAS % ml-� BOTTOM 0 CANTILEVER ANTILEVER AREAS _.................. ..... ... __........... _..................>.... _.._........................................ N + 109'-0" .;:.....................................?........... :: _................._.............. W _ ch ................................................................................. T CO SYSTEM ON METAL ........................................... .... .. U W SMOOTHS UC 1 3 _.. _........_�. ..., ._............._......._.._............................................1 ID APPLIED ..........................h................................................. _ LATH OVER LIQUID I Z ............. ... WATERPROOFING SYSTEM ON 11 :...........................................................,............................................................_...._............ _._. _.....------.------------------- W ..................i . _._._......_......_ ........ O 1110 N ULATED CONCRETE FORM € _ o J IS r....,v........................................... _........................................._......._ - _ Q a ILL SYSTEM - - .................... 2 a........................... __._....... O >........... ....... ..................... ....... U __...._........................ W U . ... .. . ........ W z............................................_._. W a.... m m _..............._._.............. ....._....._... ................. _._................................_.......... Z ti _................ U .±...I_:. ao _..............................__....._...._.._............. 0 _........._._......._.._ LEVEL ONE FINISH FLOOR W Q ~ LEVEL ONE FINISH FLOOR + 100'-0" Z Z + 100'-0" H Q i UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM 100% PERMIT DOCUMENTS 09.20.13 ' EAST ELEVATION i (..........................................----...---------- I date description a project#: 1207 drawn by: mjf „checked by: jpb copyright cdg 2013 ' I i scale:as noted ELEVATION , A 2 . 03 � 2 3 4 5 P 1 2 3 4 5 a PORCELAIN TILE FACADE CLADDING 3 SYSTEM ON 1/4"CEMENT BACKER 0)0 BOARD ON LIQUID APPLIED 1 WATERPROOFING SYSTEM ON 8 1/4 STRUCTURAL INSULATED PANEL SYSTEM TOP OF PARAPET + 135'-0° GLASS RAILING SYSTEM � N TOP OF PARAPET 1 + 132'-5" SMOOTH STUCCO SYSTEM ON METAL LATH ON LIQUID APPLIED TOP OF RAILING WATERPROOFING SYSTEM ON 81/4" L c I N STRUCTURAL SLULATED PAN N EL 0 + 128-4 SYSTEM -��-+ �, ; $N � I O `' \ U � �o �,\ � PORCELAIN TILE FACADE CLADDING L 0 00 c m SYSTEM ON 1/4"CEMENT BACKER +�+ 0 wo 00 m N TOP OF WALKABLE ROOF DECK •— •— cc ai co c BOARD ON LIQUID APPLIED TOP OF WALKABLE ROOF DECK L -o=c� 8 + 125'-4" WATERPROOFING SYSTEM ON 81/4" + 125'4" o U N y STRUCTURAL INSULATED PANEL r- �g ' SYSTEM TOP OF LOWER PARAPET - c v 0).G c� LEVEL THREE FINISH FLOOR 12 — A S L00 3 6 + 122'-81/4" RESYSTA WALL CLADDING SYSTEM- PROFILE RES010612-WITH CONCEALED RESYSTA WALL CLADDING SYSTEM- , CLIP AND BATTENING SYSTEM OVER PROFILE RES010612-WITH CONCEALED LIQUID APPLIED WATERPROOFING ON 8 CLIP AND BATTENING SYSTEM OVER 1/4"STRUCTURAL INSULATED PANEL LIQUID APPLIED WATERPROOFING ON 8 g L SYSTEM 1/4"STRUCTURAL INSULATED PANEL u, � SYSTEM Z J = GLASS RAIL SYSTEM N 1 2 E.0 i 0 s LEVEL TWO FINISH FLOOR LEVEL TWO FINISH FLOOR + 111-6 I 111 6 co N N I BOTTOM OF CANTILEVER AREAS BOTTOM OF CANTILEVER AREAS + 109'-0" 77-7 + 109'-0" C 1 UNILUX FENSTER AND TUREN 1 o ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM p a' a� 1 OIL fl LEVEL ONE FINISH FLOOR R - 1 LEVEL ONE FINISH FLOOR 1 ,. 00 0„ SMOOTH STUCCO SYSTEM ON METAL 1000 LATH OVER LIQUID APPLIED WATERPROOFING SYSTEM ON 11” INSULATED CONCRETE FORM 1 SYSTEM 1 M B� NORTH ELEVATION z N _ W ch 1/4" - 1,-0 V :) w ¢ z W z � QCIf0 > 0 Qm ¢ LL U)o = _ U U WWW ZY mm Lu PORCELAIN TILE FACADE CLADDING W Q 0 Z SYSTEM ON 1/4"CEMENT BACKERZ Q z J BOARD ON LIQUID APPLIED WATERPROOFING SYSTEM ON 81/4" a 1 STRUCTURAL INSULATED PANEL TOP OF PARAPET ¢ 1 SYSTEM + 113'-0" % 11117 ® I I TOP OF ROOF DECK 101' \\\m\\\E\\�' xONN, 1 + 112'-6" 1 100% PERMIT DOCUMENTS 09.20.13 1 •� ...................................................................... 1 i 1 ............................................................................. LEVEL ONE FINISH FLOOR } 100'-0" .______.__....___--,-_______________._._._._.__............_.__..._.-...__-._.............._ date description ° 1 1 i project#: 1207 drawn by: mjf � A .......................................................................................................... checked by: jpb NORTHELEVATION _................................................................................ 1/411 = 1'-0" copyright cdg 2013 A3 scale: as noted ELEVATION A 2 . 014 1 2 3 4 5 2 3 4 ------------------ 5 Q � 3 �O L. f D LIQUID APPLIED ROOF PORCELAIN TILE FACADE CLADDING WATERPROOFING SYSTEM ON 8114" A3 o ROOF SIP PANELS C14 o SYSTEM ON LIQUID APPLIED WATERPROOFING SYSTEM ON 81/4" 3 08 �"� d `'' c6 N • LIQUID APPLIED ROOF STRUCTURAL INSULATED PANEL WATERPROOFING SYSTEM ON 101/4" — — — — — — — — — — — CONCEALED GUTTER SYSTEM V L �o WALL SYSTEM Al ROOF SIP PANELS 1 N .� L -N 8 3.07 I I V c C 04 101/4"ROOF SIP PANELS ° W / — - - - - - - - - A3 - - - - - - " ° 1 SLOPE: 1/4 PER FT _ TOP OF PARAPET 0m.- Cu m•`- 5�-p�� I +135'-011 3,07 SLOPE: 114"PER FT TOP OF SIP WALL I SMOOTH STUCCO SYSTEM ON METAL + 1P O SIP1/2" I I LATH ON LIQUID APPLIED F PRE-FAB HOT TUB I I I WATERPROOFING SYSTEM ON 81/4" OUTLINE0 STRUCTURAL INSLULATED PANEL N SYSTEM I I k I 1 113USP ND DEF IRRINGON TEM I SYSTEM s N RESYSTA DECKING SYSTEM- PROFILE RES010612-WITH I I I `� d N CONCEALED CLIP AND JOIST 1 I Nc SYSTEM ON 2X SLEEPER ON LIQUID APPLIED WATERPROOFING SYSTEM 1 "DRY ALL SY TEM I o TOP OF WALKABLE ROOF DECK 1 11 ————— 4 12 - N 5 LED GUTTER SYSTEM I I N EA - 0 C C - TOP OF SIP WALL WALKABLE ROOF _____ �,, ,� ,,,,,,,,1.,..,,.....1., ..• -- I TOP OF 314"FLOOR DECK +—123'-2 1/2" + 122'-81/4" `V TOP OF SIP WALL HOT TUB I sic-I _+ 121'-1 1/2" RESYSTA WALL CLADDING SYSTEM- N PROFILE RES010612-WITH CONCEALED I I LOWER ROOF OT TIB MELS @ 11 C CLIP AND BATTENING SYSTEM OVER I ( 1/2 DRYWALL CEILING SYSTEM LIQUID APPLIED WATERPROOFING ON 8 I I ON 2'-0"FLOOR TRUSS SYSTEM SMOOTH STUCCO SYSTEM ON METAL - 1/4"STRUCTURAL INSULATED PANEL r--_�. LATH ON SYSTEM I I i I WATERPROOFING NG SYSTEM ON 1/2" C, TOP OF WINDOW FRAME I I I SHEATHING ON 2X4 WOOD FRAMING + 116'-6" i UNILUX FENSTER AND TUREN o ALUMINUM CLAD WOOD IMPACT I 1 LO WINDOW SYSTEM TOP OF ICF FLOOR SYSTEM 1 TOP OF ICF BEAM + '-6" + 111'-6" 111 rt'„;.,Ci�• •�+:`y:y �i:�—q—...-•ice ••'I.,.' 4 _ .._._ .... .� +•1• .. ,.. .... .. . +.. .. +... tet' i :r••. X• ! i .. BOTTOM OF ICF FLOOR SYSTEM + 110'-211 BOTTOM OF ICF BEAM + RESYSTA CEILING CLADDING RESYSTA CLADDING SYSTEM-PROFILE SYSTEM-PROFILE RES010612- I I RES010612-WITH CONCEALED CLIP AND I f WITH CONCEALED CLIP AND I SMOOTH STUCCO SYSTEM ON METAL BATTENING SYSTEM OVER LIQUID I BATTENING SYSTEM OVER +: LATH OVER LIQUID APPLIED APPLIED WATERPROOFING SYSTEM AND WATERPROOFING AND 112 I I WATERPROOFING SYSTEM ON 9" M 112"SHEATHING ON 2X WOOD FRAMING # SHEATHING ON 2X WOOD FRAMING I = f INSULATED CONCRETE FORM N N SMOOTH STUCCO SYSTEM ON METAL I .`': SMOOTH STUCCO SYSTEM ON METAL I •' I SYSTEM W Z M LATH OVER LIQUID APPLIED •' E.I WATERPROOFING SYSTEM ON 11" I LATH OVER LIQUID APPLIED SMOOTH STUCCO SYSTEM ON METAL WATE WATERPROOFING SYSTEM ON 11" : I LATH OVER LIQUID APPLIED V W p INSULATED CONCRETE FORM INSULATED CONCRETE FORM I :1 WATERPROOFING SYSTEM ON 11 z Z SYSTEM SYSTEM I I SYSTEM CONCRETE FORM W 0 ; O LL '- LEVEL ONE FINISH FLOOR U U OL I LEVEL ONE FINISH FLOOR _ - + 100-0 ri ..'+r.rt.i+;.I'��.. i er,4.` ±�rtwF•i•M='T.'T .j: +l. + 100'-0" 1� �.:, _=,. .:.. , ..:>{ ,�.�.:....-� + 100'-0" W i I - k Q 0 LO H B I I RESYSTA DECKING SYSTEM- I ` — — — — — — — — — — — z Z Z PROFILE RES010612-WITH I Q I CONCEALED CLIP AND JOIST I Q SYSTEM ON 2X6 WOOD JOISTS I 100% PERMIT DOCUMENTS ILDING CROSS SECTION 09.20.13 a BU • l 131 114" = 1'-011 j .....................---------............-----......................... � _ date description II project#: 1207 I i drawn by: mjf A checked by: jpb ...................................................................................._.......................... copyright cdg 2013 scale: as noted CROSS SECTION A 3 . 01 4 5 i 1 2 3 4 5 Ca 0)O D N PORCELAIN TILE FACADE CLADDING o SYSTEM ON LIQUID APPLIED 4_0 N E p �. N p 1� WATERPROOFING SYSTEM ON 81/4" "' LIQUID APPLIED ROOF U (n _ v deo STRUCTURAL INSULATED PANEL A3 Al WATERPROOFING SYSTEM ON 101/4" a o 0 c W WALL SYSTEM ROOF SIP PANELS -�+ O ¢0 m N 3.09 LIQUID APPLIED ROOF 3.10 -- -- � d co c - - - - - - - - - _, - - - - - - - !_ � WATERPROOFING SYSTEM ON 101/4" L "tp r-Cq ROOF SIP PANELS - - - - - - - - - - - - - � L (D ow oc_ O;k � pd ° .�- Y C TOP OF ROOF SIP (t'j p 0 O1 + 134'-5 3/4" •— y 4. m TOP OF WALL SIP s• i i ' + 132-101/2" j I I RESYSTA DECKING SYSTEM- I PORCELAIN TILE FACADE CLADDING PROFILE RES010612-WITH I SYSTEM ON LIQUID APPLIED N CONCEALED CLIP AND JOIST I I WATERPROOFING SYSTEM ON 1/2" - SYSTEM ON 2X SLEEPER ON LIQUID I4011 nDVIASHEATHING ON 2X FFAMING-REFERa JqN Bus ENDED FURRHIV-7 APPLIED WATERPROOFING SYSTEM TO STRUCTURAL - �* 101/4"STRUCTURAL INSULATED I I I I c PANEL ROOF SYSTEM SLOPE: 1/4"PERF I I I - TOP OF DECKING I I c + 125'4" I � ¢° SPANDREL I I I LASS AT FLOOR STRUCTURE TOP OF SUBFLOOR + 122'-81/4" I I I UNILUX FENSTER AND TUREN C ALUMINUM CLAD WOOD IMPACT WINDOW ANG DOOR SYSTEM I I RESYSTA DECKING SYSTEM- PROFILE RES010612-WITH UNILUX FENSTER AN TUREN CONCEALED CLIP AND JOIST I ALUMINUM CLAD WOOD IMPACT SYSTEM ON 2X SLEEPER ON LIQUID ( WINDOW SYSTEM N APPLIED WATERPROOFING SYSTEM GLASS RAILING SYSTEM SLOPE: 114"PER FT TOP OF DECKINGI f TOP OF ICF FLOOR SYSTEM + 111-4 ,.T,• 111'-6" SMOOTH STUCCO SYSTEM ON METAL LATH ON LIQUID APPLIED I "' LI I BOTTOM OF RESYSTA CEILING N WATERPROOFING SYSTEM ON + 109'-0" ' CONCRETE BEAM 16"INSULATED CONCRETE FORM FLOOR SYSTEM RESYSTA CEILING CLADDING I I _ ch SYSTEM-PROFILE RES010612- W Z M WITH CONCEALED CLIP AND BATTENING SYSTEM OVER LIQUID I V W UJ p ON1/2""SHEATHING ON WOODWATERPROOFING EN I I W Z x FRAMING I W 0 > p l . Q� aLL TOP OF CONCRETE COPING +99'-10" G 2 l.., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q h } TOP OF CONCRETE WALKWAY W 0 U = . Lu W 5 ik 4•: 'lr' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •,'t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A6-.a-r�. _ wf „ z /V� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,.t Y Y ..• m y�••t, .• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��:. ,.tM .! -..!' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i ! r I Z ao U ,. �' I . . . . . . . . f ,.. z Og ', . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W Q I— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :, ;. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . .' EALED CLIP A Z Z Z . . . . . . . . . . . . . . . . . . . . . . . r' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _.i.. `may. TEM ON 2X6 WOOD JOISTS Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . g . . . . . . . . . . . . . . . . . . I . . . . . . . . . 77 ��• �j''SyyflIl r J Q J CONCRETE POOL-REFER TO 0 1 STRUCTURAL AND POOL DRAWINGS 00 /o PERMIT DOCUMENTS 09.20.13 ° ..............-................. .................._............ BUILDING CROSS SECTION ..............................".."......................_....."_................". Al 1/4" = 1'-0" i date description ° project#: 1207 A drawn by: mjf ...".................................................................. checked by: jpb .................. copyright cdg 2013 scale: as noted CROSS SECTION A 3 . 02 1 2 3 4 5 iii 2 3 4 5 C I 0)O w ■ I A3 I •�' 3.10 � LIQUID APPLIED ROOF WATERPROOFING SYSTEM ON 10114" ROOF SIP PANELS SMOOTH STUCCO SYSTEM ON METAL I I o LATH ON LIQUID APPLIED WATERPROOFING SYSTEM ON 8114" I -- m M 8 N STRUCTURAL INSLULATED PANEL I SMOOTH STUCCO SYSTEM ON METAL PORCELAIN TILE FACADE CLADDING (� (n m �o o,0 \ LATH ON LIQUID APPLIED SYSTEM ON LIQUID APPLIED L. y 0 SYSTEM I I WATERPROOFING SYSTEM ON 81/4" WATERPROOFING SYSTEM ON 81/4" Q ¢°'0 a N STRUCTURAL INSLULATED PANEL STRUCTURAL INSULATED PANEL moo=cj=t° c SYSTEM WALL SYSTEM V c y o�v :: LIQUID APPLIED ROOF RESYSTA CLADDING SYSTEM-PROFILE L .. o c c SLOPE: 1/4 PER FT o - v rn - r TOP OF SIP WALL - WATERPROOFING SYSTEM ON 101/4 RES010612-WITH CONCEALED CLIP AND + 135'-0" I ROOF SIP PANELS BATTENING SYSTEM OVER LIQUID APPLIED WATERPROOFING SYSTEM AND 1/2"SHEATHING ON 2X WOOD FRAMING TOP OF SIP WALL + 132'-81/2" IRV ' UNILUX FENSTER AND TOREN I , ALUMINUM CLAD WOOD IMPACT I ;; I RESYSTA DECKING SYSTEM- - WINDOW SYSTEM " PROFILE RES01 0612-WITH i CONCEALED CLIP AND JOIST SMOOTH STUCCO SYSTEM ON METAL .Q i 1/2"DRYWALL CEILING SYSTEM SYSTEM ON 2X SLEEPER ON LIQUID J LATH ON LIQUID APPLIED ( I ON SUSPENDED FURRING APPLIED WATERPROOFING SYSTEM WATERPROOFING SYSTEM ON 81/4 CHANNEL SYSTEM STRUCTURAL INSLULATED PANEL 10114"STRUCTURAL INSULATED E� SYSTEM I PANEL ROOF SYSTEM o TOP OF LANDING I TOP OF DECKING o + 125'-4" + 125'-4" UNILUX FENSTER AND TUREN ;; I STAINLESS STEEL AND GLASS ALUMINUM CLAD WOOD IMPACT ;; I RAIL SYSTEM WINDOW SYSTEM -�j UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT o �J WINDOW AND DOOR SYSTEM TOP OF LANDING �j RESYSTA DECKING SYSTEM- + 11T-1° LIQUID APPLIED ROOF I CLIP A PROFILE RES -WITH WATERPROOFING SYSTEM ON 1/2" CONCEALED CLIP AND JOIST �., PLYWOOD DECKING ON 2X WOOD I 112"DRYWALL SYSTEM ON 2X SLEEPER ON LIQUID APPLIED WATERPROOFING SYSTEM JOISTS-REFER TO STRUCTURAL SYSTEM CONCEALED GUTTER SYSTEM m 6"INSULATE \ GLASS RAILING SYSTEM LOOR SYS CONCEALED GUTTER SYSTEM SLOPE: 1/4"PER TOP OF DECKING TOP OF ROOF DECK -__ _____ - . : :.. ..•z-.� _ ,�. • + 111'-4:: + 111-21/2 -� s::.• SMOOTH STUCCO SYSTEM ON METAL RESYSTA CEILING CLADDING WATERPROOFING SYSTEM ON ` CONCRETE BEAM SYSTEM-PROFILE RES010612- WITH CONCEALED CLIP AND 16" INSULATED CONCRETE FORM C14BATTENING SYSTEM OVER LIQUID I �` ,' FLOOR SYSTEM CO APPLIED WATERPROOFING SYSTE N `_V ON 1/2"SHEATHING ON 2X WOOD 4=� ,�' - '" Z N FRAMING RESYSTA CEILING CLADDING W _ M SYSTEM-PROFILE RES010612- V D W 0 CONIC PAVER SYSTEM I WITH CONCEALED CLIP AND z W(Y Z !, ON REQ'D BEDDING I - �_�' ,,-' ;; '' � �. . � � � , �. � BATTENING SYSTEM OVER LIQUID W �0 W O APPLIED WATERPROOFING SYSTEM ON 1/2"SHEATHING ON 2X WOOD Q QLL LEVEL ONE FINISH FLOOR -� ' FRAMING CONCRETE COPING �Q � U = + 100'-0" LL �J,J Q Q WOW ,CONCRETE SLAB W/CONT 6X6 NO. I RESYSTA DECKING SYSTEM- Q 0LO P� I 10)WWF ON CONT VAPOR BARRIER PROFILE RES010612-WITH W Z Z ON TREATED,COMPACTED EARTH- CONCEALED CLIP AND JOIST z Q z REFER TO STRUCTURAL I SYSTEM ON 2X8 WOOD JOISTS Q BUILDING CROSS SECTION 100% PERMIT B 1 1/411 = 1'-0" DOCUMENTS 09.20.13 ' ........... ............................... ............................ .............................................. date description a project#: 1207 drawn by: mjf ............................... � A checked by: jpb ..........................----............----..-------------------__.-----------.........._....-..__ i copyright cdg 2013 'r scale:as noted I CROSS SECTION A 3 . 03 a 2 3 4 5 1 2 3 q. 5 C Q 7 ,0)o A4 3.11 D I I I I C14 N Er Ch cq 101/4"ROOF SIP PANELS /V� i 3 0 W X00 mN RESYSTA DECKING SYSTEM- {= c PROFILE RES010612-WITH .� .L o.-N Al I SYSTEM EM ON XNCEALED LSLEE ER ON LIQUID IP AND JOIST o O �+ c y4w m C= 26cc APPLIED WATERPROOFING SYSTEM (� . y.� 3.11 OUTLINE OF PRE-FAB HOT TUB I LIQUID APPLIED ROOF � — — — — — '– SYSTEM RESYSTA CLADDING SYSTEM-PROFILE WATERPROOFING SYSTEM ON 81/4" RES010612-WITH CONCEALED CLIP AND ROOF SIP PANELS BATTENING SYSTEM OVER LIQUID APPLIED WATERPROOFING SYSTEM AND 1/2 SHEATHING ON 2X WOOD FRAMING TOP OF RESYSTA DECKING + 125'-4" TOP OF STRUCTURAL INSULATED PANEL RESYSTA WALL CLADDING SYSTEM- + 125'-1 112" r TOP OF STRUCTURAL INSULATED PANEL I _� PROFILE RES010612-WITH CONCEALED + 123'-6" I CLIP AND BATTENING SYSTEM OVER d y LIQUID APPLIED WATERPROOFING ON 8 1/4"STRUCTURAL INSULATED PANEL E i SYSTEM RESYSTA DECKING SYSTEM- �° PROFILE RES010612-WITH PORCELAIN TILE FACADE CLADDING I I ONS TEM I CONCEALED CLIP AND JOIST ° SYSTEM ON LIQUID APPLIED I I CHAN I SYSTEM ON 2X SLEEPER ON LIQUID WATERPROOFING SYSTEM ON 81/4" I I APPLIED WATERPROOFING SYSTEM rn N STRUCTURAL INSULATED PANEL I RESYSTA CEILING CLADDING 16"IN FORM WALL SYSTEM I I SYSTEM-PROFILE RES010612- FLOO GLASS RAILING SYSTEM I Ti WITH CONCEALED CLIP AND C I BATTENING SYSTEM OVER A2 WATERPROOFING AND 112" SHEATHING ON 2X WOOD FRAMIN 3.11 I SMOOTH STUCCO SYSTEM ON METAL LATH ON LIQUID APPLIED WATERPROOFING SYSTEM ON LEVEL TWO FINISH FLOOR rx + 11 V-6" a, .. – _- ,�+� -.... - ..... tr:r.r •.•:. CONCRETE BEAM TOP FRE Y 0 S STA DECKING a. •' DRYWALL ILING ON,SUSPENDED EFURRING TEM I CHANNEL SYSTEM ' 16"INSULATED CONCRETE FORM FLOOR SYSTEM t LEVEL ONE FINISH FLOOR .. M _ LEVEL 100'-0" a ��,�+;. �.• ,: Y v. ... ONE FINISH FLOOR c� .!'!n_ ..1R'T' �•r�^ir.�+a.�►� 'r'�t r:.`.s+. �ti'�rr:: :f.' �'tii' .�1' '•.1�r' or.' � •t,T!.. .� ::l..• � .ter .!r'`�l'�• ti- w�' .t':v. .7��•T;T, .�D'y'y�`'�•i-.�.:i� �i.�. 1r•...-.}r•('�` + N _c 00-0 W ch � �. f:�1 =`��•;, 1 Z_ ,r RESYSTA DECKING SYSTEM- I Z PROFILE RES010612-WITH I W O w 0 i I CONCEALED CLIP AND JOIST I Q 2 Q � ! 1 - � — — — — — — SYSTEM ON 2X SLEEPER SYSTEM � — - -� WO �� UV �- W w a BUILDING CROSS SECTION z_ W B1 „ _ „ mm 1/4 - 1 -0 z ti U B ao _ W Q Ln Z Z z LIQUID APPLIED ROOF Q WATERPROOFING SYSTEM ON 81/4 H Q � ROOF SIP PANELS s Al A2 3.12 - - - - - - - - - - - - 3.12 TOP OF SIP WALL SYSTEM I I� 100% PERMIT �., + 113'-0° I _SLOPE: 1/4"PER FT I DOCUMENTS TOP OF ROOF DECK I TOP OF ROOF DECK gq!gpRig + 112'-10° 09.20.13 + 112'-41/2" I ° PORCELAIN TILE FACADE CLADDING SYSTEM ON LIQUID APPLIED I I I I rn :;4- WATERPROOFING SYSTEM ON 81/4" I STRUCTURAL WOOD WALL SYSTEM STRUCTURALINSULATED PANEL I I BEAM AS REQ'D TOP OF GARAGE DOOR RO Ak + 108'-1" N I I _. N I I I CONCRETE SLAB ON CONT VAPOR I I _._._...................._ ............_......__.. .........___..... BARRIER ON TREATED,COMPACTED I date description EARTH-REFER TO STRUCTURAL OIL LEVEL ONE FINISH FLOOR + 100'-0" �- :,4_" .: t - project#: 1207 i ,�.. drawn by: mjf A _.............. — — — — — — checked b b _...........y... ...._....�p.... A2 GARAGE CROSS SECTION copyrightcdg2013 V 1/4" = 1'-0" scale: as noted CROSS SECTION dollim A . 1 2 3 3 . 04 a 4 5 1 2 3 4 5 i I C 3 .mac � 1 • D L o A4 Al LIQUID APPLIED ROOF SMOOTH STUCCO SYSTEM ON .� �, M $N 3.12 3.13 METAL LATH ON LIQUID APPLIED E WATERPROOFING SYSTEM ON 81/4 ROOF SIP PANELS WATERPROOFING SYSTEM ON L 'm N I I 1/2"SHEATHING ON LVL BEAM �..• O 'i TOP OF STRUCTRUAL INSULATED PANEL •— _'m co I � co + 135'-0" I V � v _ I � o4 0 cy� `n BOTTOM OF LVL BEAM I I I 133-8 � - BOTTOM OF STRUCTURAL INSULATED PANEL + 132'-6 3/8" UNILUX FENSTER AND TUREN SMOOTH STUCCO SYSTEM ON I 1/2"DRYWALL CEILING SYSTEM ALUMINUM CLAD WOOD IMPACT METAL LATH ON LIQUID APPLIEDI WATERPROOFING SYSTEM ON 8 I ON SUSPENDED FURRING I I WINDOW AND DOOR SYSTEM 1/4"STRUCTURAL INSLULATED I CHANNEL SYSTEM RESYSTA DECKING SYSTEM- `O Co PANEL SYSTEM I PROFILE RES010612-WITH00) = I CONCEALED CLIP AND JOIST O PORCELAIN TILE FACADE CLADDING I I SYSTEM ON 2X SLEEPER ON LIQUID - - SYSTEM ON LIQUID APPLIED I I I APPLIED WATERPROOFING SYSTEM d WATERPROOFING SYSTEM ON 81/4" I 3/4"T&G PLYWOOD ON WOOD STRUCTURAL INSULATED PANELI I I E WALL SYSTEM I - FLOOR TRUSS SYSTEM-REFER GLASS RAILING SYSTEM I I TO STRUCTURAL I I ° TOP OF FLOOR TRUSS TOP OF RESYSTA DECKING Ak ° + 122'-71/2" + 122'-7" I I I I I I I I I I I I I 1 1 1 1 I I I I I I I I 1 1 I I I II I I I I I I I i t CONCEALED GUTTER SYSTEM SMOOTH STUCCO SYSTEM ON C METAL LATH ON LIQUID APPLIED I I I I SMOOTH STUCCO SYSTEM ON WATERPROOFING SYSTEM ON 8 I I i i I METAL LATH ON LIQUID APPLIED 1/4"STRUCTURAL INSLULATED WATERPROOFING SYSTEM ON 1/2"SHEATHING ON LVL BEAM PANELSYSTEM I � I - TOP OF PARAPET I I I I I I I I + 115'-6" i 81/4"STRUCTURAL INSLULATED 16 INS LAtItD CON RETE FORM . i FLOORSYSTEM PANEL SYSTEM I I I •'ti I I I � � I I I I II I I I I I I i i ' I LEVEL TWO FINISH FLOOR •�y':- - �� ,. .i_ ;.- - -,;.� >�;.�.. _:,`. ,.�. _ �.�•�. ,'�. _.}� ,--:.�. _ �..>r..:...: ..�... + 111'- " SMOOTH STUCCO SYSTEM ON METAL LATH ON LIQUID APPLIED = I 19 WATERPROOFING SYSTEM ON 11" INSULATED CONCRETE FORM I SMOOTH STUCCO SYSTEM ON SYSTEM I I I METAL LATH ON LIQUID APPLIED _ WATERPROOFING SYSTEM ON io I I 1/2"SHEATHING ON 2X4 I I I FRAMING SYSTEM I M 16"INSULATED CONCRETE FORM Z N I I I I FLOOR SYSTEM UJICn V = W Q Z W CY Z) :. OIL LEVEL ONE FINISH FLOOR Lu W •.. + 100'-0" snr+ -t'. �r -t+'� ..•..�-:ry.a•+�.+, �...fi+;�:.� r.ria�r�.'+L.y-. .. .. �:�:- 2+' :..• T: � . .�., { +E - �, :Y �::Y:-: Y �� . :r. --s:. „�. � V E FINISH FLOOR Q Q 5O JO .��` �� "�,.:° '�� w.�..A. �•.%J:t.� +5' rR.' �:' 1. j+.i�{r:e�•r s!tir..� ',s.,.�.+'�i.'y. *-1r.,".y,... 100-0 � L Q LL 'off WLLLu QQ mm r e I I I W Q co LO z Z z B� BUILDING CROSS SECTION 100% PERMIT 1/4" = 1'-0" DOCUMENTS 09.20.13 ° .....................................................-------...................................... _...._..............�.----..._.....__.__._..--------- ---------- _._.................... 1 ............................_........_.................... ................. ............................................................................ I _............................_..........................._..___._.._. date description i project#: 1207 drawn by: mjf A .......................... ...............-....................................................... :.- checked by: jpb copyright cdg 2013 scale: as noted CROSS SECTION A 3 . 05 ° ° 1 2 3 WON III I I 1114 5 I i i � 2 3 4 5 0)O D iN SMOOTH STUCCO SYSTEM ON N LIQUID APPLIED -F-+ �� METAL LATH 0 QU L ¢ N E.- •— •— c'o ai coo WATERPROOFING SYSTEM .� 5'5v 0 1 /2"SHEATHING ON LVL BEAM TOP OF STRUCTRUAL INSULATED PANEL * + 135'-0" CoL °c m r- �4) ' BOTTOM OF LVL BEAM _ —+ 133'-811 BOTTOM OF STRUCTURAL INSULATED PANEL + 132'-6 3/8" UNILUX FENSTER AND TURENON ALUMINUM CLAD WOOD IMPACT 1/2"DRYWALL CEILING SYSTEM SMOOTH STUCCO SYSTEM LI ON SUSPENDED FURRING METAL LATH ON LIQUID APPLIED WINDOW AND DOOR SYSTEM CHANNEL SYSTEM WATERPROOFING SYSTEM ON 8 RESYSTA DECKING SYSTEM- 114"STRUCTURAL INSLULATED _ �* PROFILE RES010612-WITH PANEL SYSTEM Co a;Of I CONCEALED CLIP AND JOIST 'a SYSTEM ON 2X SLEEPER ON LIQUID - - d APPLIED WATERPROOFING SYSTEM J, 3/4"T&G PLYWOOD ON WOOD L=10 FLOOR TRUSS SYSTEM-REFER GLASS RAILING SYSTEMTO STRUCTURAL TOP OF FLOOR TRUSS TOP OF RESYSTA DECKING 77 + 122'-7 1/2" + 122'-7" 7� CONCEALED GUTTER SYSTEM I UNILUX FENSTER AND TUREN SMOOTH STUCCO SYSTEM ON i ALUMINUM CLAD VINYL IMPACT C METAL LATH ON LIQUID APPLIED j WINDOW SYSTEM WATERPROOFING SYSTEM ON 1/2"SHEATHING ON LVL BEAM _°' RESYSTA DECKING SYSTEM- ---- SMOOTH STUCCO SYSTEM ON METAL i PROFILE RES010612-WITH �� i i CLIP AND JOIST LATH OVER LIQUID APPLIED 8 114 STRUCTURAL INSLULATED i i 16"INSULATED CONCRETE FORMSYSTEM ON 2X JOIST SYSTEM WATERPROOFING SYSTEM ON 9" PANEL SYSTEM i i FLOOR SYSTEM IN YSTEM ED CONCRETE FORM LEVEL TWO FINISH FLOOR _ . ..� IL L TOP OF SHOWER SLAB F _.__._�_ _� + 110'-10" •. fESYSTA CLADDING SYSTEM- RESYSTA CLADDING SYSTEM-PROFILE SMOOTH STUCCO SYSTEM ON RES010612-WITH CONCEALED CLIP AND METAL LATH ON LIQUID APPLIED PROFILE RES010612-WITH BATTENING SYSTEM OVER LIQUID _ WATERPROOFING SYSTEM ON ONCEALED CLIP AND JOIST APPLIEb WATERPROOFING SYSTEM AND o ' 1/2"SHEATHING ON 2X4 YSTEM ON 2X4 FRAMING 1/2"SHLATHING ON 2X WOOD FRAMING M FRAMING SYSTEM "" o � N N W ch V D Wa Z W CJ =) z w W W_O WO LEVEL ONE FINISH FLOOR > J OL LEVEL ONE FINISH FLOOR C -------------- --- --- ----- ------1------ ---- ------------- � + 100'-0° � G� Q L- + 100'-0" ' ----- - -------- --- �•, w0 � _ _ u� �� W� W W Z M m Y Q� LO Z z Z Q i BUILDING CROSS SECTION 100% PERMIT B DOCUMENTS 1 114" = 1'-0" 09.20.13 ° ............................................................. ........................................................._........._...... ::................................................................................. i date description e project#: 1207 drawn by: mjf _...... A checked by: jpb ............._....................................copyright cdg`2013...... 1 scale: as noted CROSS SECTION j 1 A 3 , 06 2 3 4 5 t 1 2 - 3 g, 5 STAINLESS STEEL CAP FLASHING O- LIQUID APPLIED V!0 B4 WATERPROOFING SYSTEM N SMOOTH STUCCO SYSTEM ON PAPER 9.01 BACKED METAL LATH ON LIQUID APPLIED 81/4"STRUCTURAL WATERPROOFING SYSTEM / INSULATED ROOF PANEL- TOP OF PARAPET / REFER TO STRUCTURAL + 13 TOP OF ROOF SIP LIQUID APPLIED + 134'-10" WATERPROOFING SYSTEM \ 121/4"STRUCTURAL , INSULATED ROOF PANEL- N n REFER TO STRUCTURAL i I CEILING HEIGHT + 132'-5" BOTTOM OF ROOF SIP I N + 131'-7 3/4" o \ / _ N O� SUSPENDED METAL CHANNEL 0 Ld) o -N Al SYSTEM U L n 0 o 9.01 a�•+ Q �°o � dccoo. c� 04 PT 2X WOOD JOISTS @ 1'-4"OC 1/2"DRYWALL CEILING SYSTEM .L_ c-N aa8, V.W C C-4 ice+ c � y�,Qw ' 07m�C � PT 2X WOOD SLEEPERS @ 1'-4"OC ._ y ^� TOP OF RAILING RESYSTA DECKING SYSTEM- _+ 1 28-4 PROFILE RES010612 e• N GLASS RAILING SYSTEM LIQUID APPLIED "\ rn � C1 WATERPROOFING SYSTEM 1/2"DRYWALL SYSTEM rn i 9.01 121/4"STRUCTURAL m / INSULATED ROOF PANEL ,Q TOP OF ROOF DECKING / \ ' FRY REGLET"J"MOLDING d w + 125 -4 a� c E 2X8 PT WD JOISTS-REFER TO / c-°m STRUCTURAL -------------- =� �' _. ' �7. REFER _ WD FLOORING- ___ TO FIN SCHED ¢° -- -- TOP OF SIP WALKABLE DECK + 123'-21/2.... J= ===------------ :_: :;_:.: ;_.:.: ;: :_:=: =: = :: 3/4"T&G PLYWOOD CONCEAL II ------- t ED GUTTER AND DOWNSPOUT SYSTEM _ II N RESYSTA CLADDING SYSTEM- / ,jj SLOPE: 1/4"PER FT - --• -�.- - _ __ + 122'-71/2" TOP OF FLOOR TRUSS C PROFILE RES010612 / OUTLINE OF PREFABRICATED 1 N TOP OF SIP HOT TUB HOT TUB t + 121'- 11/2.... t 0 2X4 PT WD FURRING STRIP \ CEILING HEIGHT 1 N @ 1'-4"OC + 120'-7" CEILING HEIGHT LIQUID APPLIED C3 + WATERPROOFING SYSTEM 9.01 _ SUSPENDED METAL CHANNEL SUSPENDED METAL CHANNEL 1-� 1/2� 4 PLY LVL HEADER-REFER TO SYSTEM r BOTTOM OF PLYWOOD SYSTEM FLOOR TRUSS SYSTEM-REFER TO STRUCTURAL 1/2"DRYWALL CEILING SYSTEM + 119'-01/2" STRUCTURAL UNILUALUREN UMINUM M CLL R AND IMPACT WALL CABINET , 1/2"DRYWALL CEILING SYSTEM ALUMINUM CLAD WOOD IMPACT WINDOW SYSTEM RESYSTA CLADDING SYSTEM- PROFILE RES010612 TOP OF WINDOW RO - FLOOR TO CEILING WARDROBE 1/2"PLYWD SHEATHING- �r SYSTEM + 116'-6 3/4" BOTH SIDES � _ RESYSTA CLADDING SYSTEM- PROFILE RES010612 81/4"STRUCTURAL INSULATED N PANEL SYSTEM-REFER TO 112"PLYWD SHEATHING STRUCTURAL BOTTOM OF WINDOW RO I COUNTERTOP WITH WOOD i + 114'-51/4" LAMINATED 2X4 WOOD — 1/2"DRYWALL SYSTEM cf) LAMINATED 2X4 WOOD 8 1/4"STRUCTURAL INSULATED FRAMING @2'-0"_O.C. FRAMING @2'-0"O.C. Z N TOP OF PLYWOOD / ` W — PANEL SYSTEM-REFER TO + 1P O 3/4" STRUCTURAL A3 (,� W W N 9.01 I 1 FRY REGLET"J"MOLDING z C4 I W _ Z x TOP OF ICF FLOOR SYSTEM -, 9 01 16"INSULATED CONCRETE \ 0 Q Q LLJ O _+ 1 11'-6° . . , . TOP OF ICF FLOOR SYSTEM FORM FLOOR SLAB SYSTEM co - / ._— _ •: i' • . .., . ' • + 111TOP OF ICF FLOOR SYSTEM O Y = REFER TO STRUCTURAL ; . ,. 111'- " W 00 6 ' / ..• :♦ °, max. �• • °• •e. _--� �• —_._e - -+ + Q BOTTOM OF ICF FLOOR SYSTEM { 16 INSULATED CONCRETE - 2X4 WOOD FRAMING @ 1-4 OC :• :.;: • : z Y m m •i'; ` ` Q FORM FLOOR SLAB SYSTEM- cO 1/2"PLYWOOD SHEATHING 1 5 �p V N + 110'-2" ` / REFER TO STRUCTURAL �' 1 \ 16"INSULATED CONCRETE N W Q L0 F- / '. ':•. FORM FLOOR SLAB SYSTEM- Z Z \ I BOTTOM OF WOOD FRAMING REFER TO STRUCTURAL Z Q g + 109'-21/2" CEILING HEIGHT CEILING HEIGHT • \ — — + 109'-0" + 109'-21/2.. 2X4 WOOD FRAMING @ 1'-4"OC \ B1 + 109'-0" Q I L 9.01 e ' SUSPENDED METAL CHANNEL � ' • A4 RESYSTA CLADDING SYSTEM- SYSTEM RESYSTA CLADDING SYSTEM- 9.01 SUSPENDED METAL CHANNEL PROFILE RES010612 SYSTEM PROFILE RES010612 "• •- � 1/2"DRYWALL Cq14(NG SYSTEM 2X4 PT WD FRAMING @ 2X4 PT WD FRAMING @ 1/2"DRYWALL CEILING SYSTEM 100% PERMIT 1'-4"OC 1'-4"OC DOCUMENTS LIQUID APPLIED LIQUID APPLIED 09.20.13 _ WATERFROOFING SYSTEM WATERPROOFING SYSTEM N • •� e• I 1/2"PLYWOOD SHEATHING - `-v 1/2"DRYWALL SYSTEM 0 - 11"INSULATED CONCRETE o FORM WALL SYSTEM-REFER TO • STRUCTURAL 11 INSULATED CONCRETE '.;: - . . i-•...... ---.•••.....---....- I FORM WALL SYSTEM-REFER TO SMOOTH STUCCO SYSTEM ON PAPER • . µ , m STRUCTURAL FRY REGLET"J"MOLDING BACKED METAL LATH ON LIQUID APPLIED SMOOTH STUCCO SYSTEM ON PAPER WATERPROOFING SYSTEM i BACKED METAL LATH ON LIQUID APPLIED RESYSTA DECKING SYSTEM- 1/2"DRYWALL SYSTEM WATERPROOFING SYSTEM 4' PROFILE RES010612 ................................................................_......... ...... APPROX GRADE 'a'r PT 2X WOOD JOISTS-REFER TO STRUCTURAL • . • ........... FRY REGLET"J"MOLDING date description / ° 0 TOP OF SLAB LEVEL ONE TOP OF SLAB LEVEL ONE ; . + 100'-0"(DATUM) + 100'-0"(DATUM) TOP OF RESYSTA DECKING / �.�.� r._ TOop�O"SDABUMLEVEL ONE project ta ..... A / / ..I. L••,.. .' f �' , ' ) ............................................................................................ I ;�- 7 ro'ect# 1207 .I.f !•.• A / t •I... CONCRETE SLAB W/CONT 6X6(N0. drawn by: mjf 10)WWF ON CONT VAPOR BARRIER B3 �`�`%�i ON TREATED, COMPACTED EARTH- /��" checked by: jpb REFER TO STRUCTURAL _......__............................................................................................... I' 9.01 T � �i� C1 copyright cdg 2013 CONT CONCRETE FOOTING- . REFER TO STRUCTURAL scale: as noted ! TYPICAL WALL SECTION I Al v2" = 1'-0" A3 TYPICAL WALL SECTION 1/2"= 1'-0" TYPICAL WALL I I SECTION 1 A 3 , 07 e NEWi i it 1 2 3 4 5 FLASHING AS REQ'D STAINLESS STEEL CAP FLASHING LIQUID 00 UID APPLIED WATERPROOF STAINLESS STEEL CAP FLASHING w3 � LIQUID APPLIED ROOFING SYSTEM CONT 2X6 WOOD PLATE ,® WATERPROOFING SYSTEM N SMOOTH STUCCO SYSTEM ON PAPER 81/4"STRUCTURAL 2X4 WOOD FRAMING @ 1'4"OC ^^♦♦ BACKED METAL LATH ON LIQUID APPLIED 81/4"STRUCTURAL INSULATED ROOF PANEL W WATERPROOFING SYSTEM INSULATED ROOF PANEL- _ TOP OF PARAPET REFER TO STRUCTURAL TOP OF ROOF SIP TOP OF PARAPET + 135'-0° + SLOPE: 1/4"PER FT / + 135-0 LIQUID APPLIED 1 WATERPROOFING SYSTEM Coto BOTTOM OF LOWEST POINT OF SIP ROOF 9.02 121/4"STRUCTURAL - + 133'-9" \ d INSULATED ROOF PANEL- J REFER TO STRUCTURAL `� CONCEALED COLLECTION BOX CEILING HEIGHT CEILING HEIGHT AND DOWNSPOUT SYSTEM- + 132'-5" + 132'-5" BEYOND BOTTOM OF ROOF SIP o + 131-7 3/4" c4 E 10 SUSPENDED METAL CHANNEL SUSPENDED METAL CHANNEL ♦..r cn N SYSTEM 0 Cl) b -mo $,o SYSTEM c 1/2"DRYWALL CEILING SYSTEM 81/4"STRUCTURAL INSULATED == •� o La a SUSPENDED METAL CHANNEL o=N $ 112 DRYWALL CEILING SYSTEM o '>v SYSTEM PANEL SYSTEM-REFER TO .� STRUCTURAL 2 � o°� o N�o 52 r to---W (D m 1/2"DRYWALL CEILING SYSTEM 1/2"DRYWALL SYSTEM Co 81/4"STRUCTURAL INSULATED PANEL SYSTEM-REFER TO N �- LIQUID APPLIED C STRUCTURAL F' FRY REGLET"J"MOLDING WATERPROOFING SYSTEM `t �t ,: ao 1/2"DRYWALL SYSTEM rn rn u� ! 1 t SMOOTH STUCCO SYSTEM ON METAL LATH a FRY REGLET"J"MOLDING c y m c WD FLOORING-REFER E °c3 TO FIN SCHED WD FLOORING-REFER o TO FIN SCHED 3/4"T&G PLYWOOD ¢ 3/4"T&G PLYWOOD n TOP OF FLOOR TRUSS TOP OF SUB FLOOR + 122'-7 1/2" 122'-8 1/4" 2X4 WOOD FRAMING @ 1'-4"OC 1 � LVL BEAM-REFER TO C , o ----- � C4 STRUCTURAL I? N -�-----/�� \ 9.02 1 BOTTOM OF SIP WALL PANEL CEILING HEIGHT CEILING HEIGHT BOTTOM OF SOFFIT FRAMING +120'-7112" + 120'-7" + 120'-7" I / + 120'-7 7/8" FLOOR TRUSS SYSTEM-REFER TO FLOOR TRUSS SYSTEM-REFER TO STRUCTURAL /� 1/2"PLYWOOD SHEATHING STRUCTURAL 1/2"DRYWALL CEILING SYSTEM LIQUID APPLIED 1/2"DRYWALL CEILING SYSTEM B1 WATERPROOFING SYSTEM 2X WD FLOOR JOISTS-REFER TO 9.02 SMOOTH STUCCO SYSTEM ON STRUCTURAL METAL LATH PORCELAIN TILE FACADE CLADDING SYSTEM ON 1/4" CEMENT BACKER BOARD ON o, a, LIQUID APPLIED WATERPROOFING SYSTEMb RESYSTA RAIL- rn RESAR0010212 PROFILE M M SMOOTH STUCCO SYSTEM ON W Z � METAL LATH U Wa z WCY z0 LIQUID APPLIED W QU LED W O WATERPROOFING SYSTEM Q Q Q -i TOP OF ICF FLOOR SYSTEM TOP OF ICF FLOOR SYSTEM 0 ' 2X4 WOOD FRAMING @ 1-4 OC ,. " TOP OF ICF BEAM Y U = - - �.-_.. . -T- .--- . • -- + 111 6 - + 111-6 ^'�. t t Fa + 111'-6" UJ LL Lu QQ 1/2"PLYWOOD SHEATHINGJ.— `.I.• t a e'Y • . . ; . - L...t. t..t W/MWW.,/� BOTTOM OF ICF FLOOR SYSTEM .' e• :t i t i 9"INSULATED CONCRETE FORM — Z U + 110-2 I f 16"IN CONCRETE BOTTOM OF ICF FLOOR SYSTEM t;.•I 1'I °o _ ' " (. - + 110'-2" h-�� i i j WALL SYSTEM-REFER TO N W Q Z L Z FORM FLOOR SLAB SYSTEM- N r••' STRUCTURAL Z BOTTOM OF WOOD FRAMING REFER TO STRUCTURAL. oe + 109'-21/2" t 7 CEILING HEIGHT CEILING HEIGHT / j ' i' BOTTOM OF ICF BEAM Q H `r I + t'' + 109'-1" Q 109-0 + 109-0 j. ••I _ _ � s. TOP OF WINDOW RO `� t SUSPENDED METAL CHANNEL SUSPENDED METAL CHANNEL + 108'-0 3/4" SYSTEM SYSTEM r } RESYSTA CLADDING SYSTEM- PROFILE RES010612 1/2"DRYWALL CEILING SYSTEM 1/2"DRYWALL CEILING SYSTEM B4 J. a ��% PERMIT 9.02 1•...i 2X4 PT WD FRAMING @ � I - DOCUMENTS 1'-4"OC 1/2"DRYWALL SYSTEM 1 LIQUID APPLIED is:t GLASS GUARD RAIL SYSTEM W/ 09.2 . 3 ° WATERPROOFING SYSTEM STAINLESS STEEL STANDOFFS o o ,t = i. .'. . ........................................................._........................-----------.. 11"INSULATED CONCRETE t' 1 o FORM WALL SYSTEM-REFER TO STRUCTURAL { CONCRETE TREAD SYSTEM 1 .......... . ._.......__._._ l FRY REGLET"J"MOLDING RESYSTA DECKING SYSTEM- 4"X 8"316 GRADE STAINLESS PROFILE RES010612 „ ............._................................................................... STEEL TUBE STRINGER 3 WIDE 1/2"BENT PLATE j PT 2X WOOD JOISTS-REFER TO STRUCTURAL t SUPPORTS EACH TREAD .............................._.................................................. I LIQUID APPLIED date I description WATERPROOFING SYSTEM TOP OF SLAB LEVEL ONE TOP OF SLAB LEVEL ONE t • TOP OF SLAB LEVEL ONE TOP OF RESYSTA DECKING #- + 100'-0"(DATUM) + 100'-0"(DATUM) �;-_ `: + 100'-0"(DATUM) .f: •:— ._ ffi .: —: — project#: 1207 L— CONCRETE SLAB WI CONT 6X6(N0.4,1 drawn by: mjf • :', , , \; 10)WWF ON CONT VAPOR BARRIER •�r. �\ \ -.:' SMOOTH STUCCO SYSTEM ON checked by: 1pb ON TREATED, COMPACTED EARTH- , • REFER TO STRUCTURAL S \ \ \ ` ` METAL LATH _ ..................-...._..�..._................................... copyright cdg 2013 CONT CONCRETE FOOTING- APPROX GRADE REFER TO STRUCTURAL scale:as noted Al TYPICAL WALL SECTION TYPICAL WALL SECTION i 1/211 11-011 �' TYPICAL WALL SECTION A 3 . 08 1 2 3 4 5 , 1 2 3 4 5 ,I FLASHING AS REQ'D STAINLESS STEEL CAP FLASHING 7 LIQUID APPLIED WATERPROOF 110 ROOFING SYSTEM CONT 2X6 WOOD PLATE '0 j 81/4"STRUCTURAL 2X4 WOOD FRAMING @ V-4"OC INSULATED ROOF PANEL I STAINLESS STEEL CAP FLASHING j TOP OF PARAPET FLASHING AS REQ'D SLOPE: 1/4"PER FT + 135'-0" LIQUID APPLIED WATERPROOF ® I PORCELAIN TILE FACADE ROOFING SYSTEM BOTTOM OF LOWEST POINT OF SIP ROOF I CLADDING SYSTEM ON 114" A4 + 133-9 CEMENT BACKER BOARD ON g.p2 12114"STRUCTURAL LIQUID APPLIED INSULATED ROOF PANEL- CONCEALED COLLECTION BOX WATERPROOFING SYSTEM REFER TO STRUCTURAL AND DOWNSPOUT SYSTEM TOP OF SIP WALL CEILING HEIGHT BEYOND _ +132'-101/2" TOP OF ROOF SIP + 132'-5" d- VARIES N N N o SUSPENDED METAL CHANNEL � N o SUSPENDED METAL CHANNEL > Cm SYSTEM Q +-+ m 8 N SYSTEM TOP OF WINDOW RO CELING,HEIGHT c� N +130-9 3/4 130'-9" -�--+ 0 ��, •— •L m 0 c 112"DRYWALL CEILING SYSTEM 8114"STRUCTURAL INSULATED LIQUID APPLIED L L$ PANEL SYSTEM-REFER TO WATERPROOFING SYSTEM o 'c ry STRUCTURAL L4-0 o o°r a�E- aa) C 1/2"DRYWALL CEILING SYSTEM V RESYSTA DECKING SYSTEM- 0 m°' PROFILE RES010612 UNILUX FENSTER AND TUREN (� .� u, ALUMINUM CLAD WOOD IMPACT i 1/2"DRYWALL SYSTEM - WINDOW SYSTEM00 �r I d LIQUID APPLIED112"PLYWD SHEATHING PT 2X WOOD SLEEPERS @ V- OC co 4" LO m FRY REGLET"J"MOLDING WATERPROOFING SYSTEM J �� PROFILE RES010612 N GLASS RAILING SYSTEM RESYSTA CLADDING SYSTEM- � SMOOTH STUCCO SYSTEM ON 2X WOOD FURRING @ 1'-4"OC 2'< METAL LATH / BOTTOM OF WINDOW RO a WD FLOORING-REFER TOP OF SIP WALL + 125'-31/4" m= TO FIN SCHED +125'-1 112" / _ A3 `o 3/4"T&G PLYWOOD N BOTTOM OF SIP WALL TOP OF WINDOW RO +123'-21/2" + 123'-0 3/4" TOP OF SUB FLOOR 2X4 WOOD FRAMING @ 1'-4"OC 122'-81/4" LVL BEAM- STRUCTURAL REFER TO LAMINATED LVL BEAM-REFER TO FRAMING @2X0"WOOD C STRUCTURAL N -------J RESYSTA CLADDING SYSTEM- CEILING HEIGHT BOTTOM OF SOFFIT FRAMING PROFILE RES010612 + 120,_7„ + 120'-7 7/8" 2X4 PT WD FRAMING @ 1'-4"OC FLOOR TRUSS SYSTEM-REFER TO STRUCTURAL 1/2"PLYWOOD SHEATHING LIQUID APPLIED � WATERPROOFING SYSTEM 1/2"DRYWALL CEILING SYSTEM I LIQUID APPLIED 1/2"PLYWOOD SHEATHING UNILUX FENSTER AND TUREN WATERPROOFING SYSTEM _ RESYSTA DECKING SYSTEM- ALUMINUM CLAD WOOD IMPACT 2X WD FLOOR JOISTS-REFER TO SMOOTH STUCCO SYSTEM ON CO PROFILE RES010612 WINDOW SYSTEM STRUCTURAL j METAL LATH i T I PORCELAIN TILE FACADE PT 2X WOOD SLEEPERS @ V-4"0 CLADDING SYSTEM ON 1/4" I CEMENT BACKER BOARD ON Co LIQUID APPLIED LIQUID APPLIED WATERPROOFING SYSTEM a, WATERPROOFING SYSTEM I GLASS RAILING SYSTEM M I TOP OF RAILING l +114'-4" 04 z C14 SMOOTH STUCCO SYSTEM ON W — M I I 16"INSULATED CONCRETE METAL LATH CONCEALED GUTTER SYSTEM FORM FLOOR SLAB SYSTEM- U D W �p 16"INSULATED CONCRETE I I � REFER TO STRUCTURAL z w Z Ix FORM FLOOR SLAB SYSTEM- I I LIQUID APPLIED W O W O REFER TO STRUCTURAL i j WATERPROOFING SYSTEM 2X WD BLOCKING C1 2X4 WOOD FRAMING @ 1'-4"OC Q Q u- I I SMOOTH STUCCO SYSTEM ON O Y = _ TOP OF ICF BEAM METAL LATH SLOPE CONC DECK 1/4"PER FT TOP OF ICF FLOOR SYSTEM U mk TOP OF ICF FLOOR SYSTEM / �•_ ;�- n. _ - t._. + 111-6 Q � / . ., W � W� a � + 111'-6" + 111-6 - s _ __, l' TOP OF CONCRETE BEAM - v `I I Z W W • +111'-01/2" -- _�,�'-'-;----a e•__.�r , a •_ _ _a.�r', -.- f . z fes, I I' :I �r Y m Co 1 , .. •�� - • ' I. ..I. � I..f.l r.•,.a• : '.I I• '.I la..•I Z ti (� 9,.INSULATED CONCRETE FORM - I' 1 I' f`I f I r.• t I :I I:. .�I �'J ao — I 4;A BOTTOM OF ICF FLOOR SYSTEM 1,.1 !,' I \it • r..' i•' .a (..'..,: . I BOTTOM OF ICF FLOOR SYSTEM Q � id WALL SYSTEM-REFER TO �, �: -�:�•�-'-•1 f •'I `::I I J I• 'I + 110'-2" W Z Z + 110'-2.. I^... o I' f : '.. .'I' A— = ....I L I STRUCTURAL ; I: ': ;�� `:�' I l •_a -: 'J / Z Q cv I a i I� BOTTOM OF CONCRETE BEAM 1 =� \ f- CEILING HEIGHT i4.•f BOTTOM OF ICF BEAM +109'-21/4" � BOTTOM OF WOOD FRAMING � Q + 109'-0" + 109'-l" l• A4 RESYSTA CLADDING SYSTEM- I. 9 02 PROFILE RES010612 SUSPENDED METAL CHANNEL I" � t CONC BEAM-REFER TO 2X4 PT WD FRAMING @ SYSTEM i. .f STRUCTURAL V-4"OC 1/2"DRYWALL CEILING SYSTEM r ::i 100% PERMIT .. LIQUID APPLIED DOCUMENTS k 16 INSULATED CONCRETE WATERPROOFING SYSTEM 1/2"DRYWALL SYSTEM i' 'I FORM FLOOR SLAB SYSTEM- fi REFER TO STRUCTURAL 112"PLYWOOD SHEATHING ,.. .I. 09.20.13 a' 11"INSULATED CONCRETE FORM WALL SYSTEM-REFER TO STRUCTURAL CONCRETE TREAD SYSTEM G• .I s............................................................................. I i • I iti�.{ ......................................................................................................... FRY REGLET"J"MOLDING I `fit 4"X 8"316 GRADE STAINLESS a................................................................................. I STEEL TUBE STRINGER WITH a 3"WIDE 1/2"BENT PLATE SUPPORTS @ EACH TREAD date description I�. I LIQUID APPLIED i I:•'f WATERPROOFING SYSTEM TOP OF SLAB LEVEL ONE OiL TOP OF SLAB LEVEL ONE I: TOP OF CONCRETE COPING project#: 1207 + 100'-0"(DATUM) °T..-:-. �`� + 100'-0"(DATUM) +99'-10" T P OF G _ . . . +99-81. RADE BEAM - drawn by: mjf •. ;..� . i :. 11 CONCRETE SLAB W/CONT 6X6(N0. j�/� - _....................._..._..._,.......... __._..__.._... 10 WWF ON CONT VAPOR BARRIER : — y: jP �` ) i`/` '= s : . . /'�i , SMOOTH STUCCO SYSTEM ON ON TREATED,COMPACTED EARTH- \��/ /\. \\ . .\�/� �/ ' METAL LATH _..................................................................................... �: '. .. TOP OF CONCRETE BENCH checked b b L . +98'-5" REFER TO STRUCTURAL �i/`/i /ice / /� /��ii�/i� ., - `T``-T -: ?t: o copyright cdg 2013 �,. 1;• ' / .i.;' .I TOP OF RESYSTA DECKING CONT CONCRETE FOOTING- APPROX GRADE . REFER TO STRUCTURAL k / . '! scale: as noted BOTTOM OF DECK SUPPORT / +96'-7 314" TYPICAL WALL SECTION TYPICAL WALL SECTION '.a.. •a. Al /�'�� / TYPICAL WALL A 1 112" = 1'-0" 1/2" = 1 -0 ..4•. 5 SECTION 3 . 09 1 2 3 4 5 1 2 3 45 F 81/4"STRUCTURAL LIQUID APPLIED WATERPROOF ROOFING SYSTEM INSULATED ROOF PANEL C CL LVL BEAM-REFER TO CONT 2X WOOD PLATE SMOOTH STUCCO SYSTEM ON 0)® STRUCTURAL LIQUID APPLIED WATERPROOF _ METAL LATH ROOFING SYSTEM STAINLESS STEEL CAP �N 2X4 WOOD FRAMING @ 1'4"OC FLASHING 81/4"STRUCTURAL INSULATED �^1�♦ 81/4"STRUCTURAL INSULATED 81/4"STRUCTURAL INSULATED PANEL SYSTEM-REFER TO W 112"PLYWOOD SHEATHING PANEL SYSTEM-REFER TO PANEL SYSTEM-REFER TO STRUCTURAL i LIQUID APPLIED WATERPROOF / - ` STRUCTURAL STOPCOF S PLPANEL TOP OFPARAPET ROOFING SYSTEM +135'-0" + 135'-0" - TOP OF ROOF SIP x x LIQUID APPLIED WATERPROOF 4 TOP OF PARAPET FURRED OUT WALL + 134'-5 314" - ROOFING SYSTEM + 134'-3" / eC3SMOOTH STUCCO SYSTEM ONwMETAL LATH 121/4"STRUCTURAL INSULATED � � c° � PANEL SYSTEM-REFER TO I N N 101/4"STRUCTURAL INSULATEC§ • I PANEL SYSTEM-REFER TO STRUCTURAL / TOP OF WINDOW RO TOP OF WINDOW RO STRUCTURAL MW + 132'-5 314" + 132'-5 314" TOP OF SIP ROOF PANEL SUSPENDED METAL CHANNEL VARIES N N II PORCELAIN TILE FACADE CLADDING SYSTEM rX .� 6 M 8 Cq 9'03 SYSTEM ON 1/4"CEMENT BACKER " > V .9 CEILING HEIGHT BOARD ON LIQUID APPLIED 1/2"DRYWALL CEILING SYSTEM CEILING HEIGHT d) L m o 0 + 130'-9" ' _ 2 SUSPENDED METAL CHANNEL •— -- _m ai o + 130-9 WATERPROOFING SYSTEM " SYSTEM � Is` s o>V a�`ft 1 SUSPENDED METAL LIQUID APPLIED 0 CHANNEL SYSTEM WATERPROOFING SYSTEM 8.sO N V 112 DRYWALL CEILING SYSTEM o 0 8.s a 112"PLYWOOD SHEATHING UNILUX FENSTER AND TUREN -- y c^w .2 1/2" 112"DRYWALL CEILING SYSTEM ALUMINUM CLAD WOOD IMPACT II I i 2X WD JOISTS-REFER TO WINDOW SYSTEM STRUCTURAL - GLASS RAILING SYSTEM CID 0 VSJ Co WD FLOORING-REFER co I' TO FIN SCHED d y 3/411 TOP OF DECK T&G PLYWOOD GLASS RAILING SYSTEM + 125'-3114" m- GLASS RAILING SYSTEM c LVL BEAM-REFER TO _ WD LOORING-REFER •, STRUCTURAL - " ` ;; TO 0 N SCHED , I N12t�' 112"DRYWALL SYSTEM SMOOTH STUCCO SYSTEM ON WD BEAM-REFER TO 3/4" &G PLYWOOD / METALLATH STRUCTURAL 1/2"DRYWALL SYSTEM � TOP OF SUBFLOOR gk + 1P O 1/4° BOTTOM OF WINDOW RO ---, TOP F D K + 122'-61/4" 4"X 10"WOOD TREADS _ _; i + 122'-81/4" - C N o L _ WD BEAM-REFER TO ; ' _ STRUCTURAL N CEILING HEIGHT TOP OF WINDOW RO aO - CEILING HEIGHT ail + g 1 + 120'-7 3/4" 1/2"DRYWALL SYSTEM + 120'-7" 120'-7" --, „ 9.03 81/4"STRUCTURAL INSULATED _ II I I I 2X4 WOOD FRAMING @ 2'-0"OC A♦ / PANEL SYSTEM-REFER TO ____ 2X4 WOOD FRAMING 2'-0"OC ♦ STRUCTURAL @ 7 1/4" 1/2"DRYWALL CEILING SYSTEM `� _ GLASS RAILING SYSTEM ;; _ 101 V-7 1/4" 1/2"DRYWALL CEILING SYSTEM i II 1 4'-6 1/2" TO EXTERIOR FACE F TOP OF DECK 1 STRUCTURE + 11T-01/4" I FENSTER AND TUREN _ UNILUXS ' � ALUMINUM CLAD WOOD IMPACT I I I WINDOW SYSTEM WD BEAM-REFER TO STRUCTURAL M 1/2"DRYWALL CEILING 04 SYSTEM W Z M 16"INSULATED CONCRETE FORM FLOOR SLAB SYSTEM- 2X WD BLOCKING Lu a ,; 16"INSULATED CONCRETE Z W(3 REFER TO STRUCTURAL LIQUID APPLIED U WATERPROOF FORM FLOOR SLAB SYSTEM- Z 0 _ 1" 8 1/4" REFER TO STRUCTURAL W O j ROOFING SYSTEM 1/2"PLYWOOD Q Q u' DECKING 4"X 10"WOOD TR O _ TOP OF ICF FLOOR SYSTEM 1/2 DRYWALL SYSTEM r___ . TOP OF ICF FLOOR SYSTEM W U_ W UQ U + 111 6 •HT1 ,•I . � .. 1 �:-'W7�a-.r-, ---------------=-------------------- ---- ----- - - 1/2"PLYWOOD SHEATHING 4�-- QQ F: . d I': .i r'• ► i I ,µ r f r--- lo �; a ; ` I' •.•i i Z Y m �p E3 BOTTOM OF ICF FLOOR SYSTEM �.L' LIQUID APPLIED WATER — BOTTOM OF ICF FLOOR SYSTEM W QLO + 110-2 PROOFING SYSTEM110'-2° n Z Z 11 Z -----------'-----—--—--—--—--—--—-----—--— a 9"INSULATED CONCRETE ___y BOTTOM OF SOFFIT FRAMING BOTTOM OF RESYSTA CEILING 1 FORM WALL SYSTEM- - ------ a - + 109'-0" REFER TO STRUCTURAL ___ 2X4 WOOD FRAMING @ 1'-4"OC 1 RESYSTA CLADDING SYSTEM- 0 1/2"DRYWALL SYSTEM 2X4 WOOD FRAMING @ 1'-4"OC PROFILE RES010612 2X WD BLOCKING RESYSTA CLADDING SYSTEM- RESYSTA CLADDING SYSTEM- " PROFILE RES010612 PT 2X4 FURRING STRIPS @ --2 WtSOD Fflv(ING @ 2'-0"OC PT 2X4 WOOD FURRING @ PROFILE RES010612 1'-4"OC ,, - PT 2X4 WOOD FURRING @ ,r --- 1'-4"OC o 100 /o PERMIT '- LIQUID APPLIED DOCUMENTS 1'-4"OC UNILUX FENSTER AND TUREN LIQUID APPLIED WINDOW AND DOOR SSYS EMALUMINUM CLAD WOOD CT =__ 09.20.13 ' WATERPROOFING SYSTEM p WATERPROOFING SYSTEM '';f �� ___ 'm 112"PLYWOOD SHEATHING PLYWOOD SHEATHING -f r---- 1/2" 11 11 II - 1 I I -__ UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD DOOS�r 'I , ZD r -a; SYTEM m ........... .................................................. ......................... I I , ..............................a.......................... ,,,..,,.................,.............................. RESYSTA DECKING SYSTEM _.. .. .._............_.w._. n PROFILE RES010612 Ir-- �yit , date ; description10 a TOP OF CONCRETE WALKWAY _ �:.. TOP OF DECKING project#: 1207 TOP OF CONCRETE COPING —— — - -. . . •. . . . . ..... .t.' .......................................................................................................... + y, Oa ` a. � _ Yr 'r. 'i •i 7. �i:= ri a �. :� :�_ :�*: �.T . t 99-10 .. ;.. •,.. \ d:! a .. �.'.. \ \\ \ • . �•. •fe • \ �a by: mjl i / \,,, \ •..' . : .: / / �i / r \ /\,\�\, .. , ,. . �• .•�r '. ' j / �/\ ,��: 'I•_•'•...�.I. drawn ................... ............................�.,_._. -... / i / / /� \i \�i/ / / \ Y-r checked by: jpb 2X WOOD JOISTS @ 1'-4"OC- copyright cdg 2013 REFER TO STRUCTURAL scale: as noted I TYPICAL WALL SECTION TYPICAL WALL SECTION TYPICAL WALL Al 1/2" = -11-0•, A3 1/2" = 1'-O" SECTION A 3 . 10 ® I i 3 4 5 I 1 2 3 4 5 1 C 20 �Cn w I , D • N N _ .� N E'6N 8 Fq� V i U) ao i o°D c� N �` W OCNv <D C III � L) Sm w 9 pp he L C 0:3.0 LIQUID APPLIED Cu �— � `h^.;j 6- WATERPROOFING SYSTEM TOP OF RAILING I � RESYSTA DECKING SYSTEM- + 128'-4" PROFILE RES010612 PT 2X4 WOOD FURRING STRIPS @ 1'-4"OC � LIQUID APPLIED WATERPROOF ` -� .� 2X PT WD SLEEPERS C4 ROOFING SYSTEM < a 8114��STRUCTURAL INSULATED ` GLASS RAILING SYSTEM PANEL SYSTEM-REFER TO STRUCTURAL TOP OF RESYSTA DECKING TOP OF SIP PANEL All E + 125'-4" + 125'- 1 1/2" m m STAINLESS STEEL CAP o- FLASHING � RESYSTA CLADDING SYSTEM- - a r TOP OF WALL SIP PROFILE RES010612 % —+ 1231-611 TOP OF ROOF SIP TOP OF WINDOW RO BOTTOM OF SIP PANEL VARIES + 123'-0 3/4" 123'-21/2" PORCELAIN TILE FACADE LIQUID APPLIED CLADDING SYSTEM ON 114" _ WATERPROOFING SYSTEM CEMENT BACKER BOARD ON W o LIQUID APPLIED � SUSPENDED METAL LVEL BEAM-REFER TO WATERPROOFING SYSTEM Q CHANNEL SYSTEM STRUCTURAL I C N TOP OF WINDOW RO CEILING HEIGHT CEILING HEIGHT 2X4 WOOD FRAMING @ 1'-4"OC + 120'-7 3/4" + 120'-7" + 120'-7" LVL BEAM-REFER TO SUSPENDED METAL CHANNEL 1/2"DRYWALL CEILING RESYSTA CLADDING SYSTEM- STRUCTURAL SYSTEM SYSTEM PROFILE RES010612 - N UNILUX FENSTER AND TUREN 1/2"DRYWALL CEILING SYSTEM 2X4 PT WD FRAMING @ o ALUMINUM CLAD WOOD IMPACT 1'-4"OC WINDOW SYSTEM LIQUID APPLIED a0 N WATERPROOFING SYSTEM 112"PLYWOOD SHEATHING I N m UNILUX FENSTER AND TUREN - ALUMINUM CLAD WOOD IMPACT WINDOW SYSTEM 81/4"STRUCTURAL INSULATED BASE CABINET WITH WOOD - PROFILER RES010612 DECKING2 SYSTEM- PANEL SYSTEM-REFER TO �n STRUCTURAL COUNTERTOP o PT 2X WOOD SLEEPERS @ 1'-4"OC BOTTOM OF WINDOW RO 1/2"DRYWALL SYSTEM TOP OF RAILING cY j + 114'-4" N + 114'-5114" Z LIQUID APPLIED W _ c� WATERPROOFING SYSTEM (� W UJ � p GLASS RAILING SYSTEM - Z _ FRY REGLET"J"MOLDING o W W �O o J 16"INSULATED CONCRETE 16"INSULATED CONCRETE ` �� CONCEALED GUTTER SYSTEM Q Q Q � A _ FORM FLOOR SLAB SYSTEM- FORM FLOOR SLAB SYSTEM- U)O 2 U REFER TO STRUCTURAL REFER TO STRUCTURAL 2X WD BLOCKING TOP OF ICF FLOOR SYSTEM , . 111 6 TOP OF BALCONY DECKING W L.L TOP OF ICF FLOOR SYSTEM 0 _>Lzo - - - -r:.�_ _.�.. R... T _ + BOTTOM OF WINDOW RO �/ W QQ _ - + 111'-4" W W 111 6 r IST q� 113-3114 _ ; . L - . I •'I: 'ICO i; ..I SMOOTH STUCCO SYSTEM ON Z ti U ,. L ..I d L..i I, 'I I { L, h. !I BOTTOM OF IC. FLOOR SYSTEM �- _ `• 1 - �' 1= BOTTOM OF ICF FLOOR SYSTEM ? I . I I . .I METAL LATH Q �A + 110-2 _ d 110-2 _ '+ •I: .: cV i.. 4 C-4 cV cd _ �I I I�•. .I..?, I cV Q I BOTTOM OF CONC BEAM H BOTTOM OF WOOD FRAMING CEILING HEIGHT BOTTOM OF RESYSTA CEILING CEILING HEIGHT + 109'-21/4" Q 5/8" + 109'-0" + 109'-0" + 109'-0" ED METAL CHANNEL SUSPENDED METAL CHANNEL •` SUSPENDED METAL CHANNEL RESYSTA CLADDING SYSTEM- SUSPEND SYSTEM PROFILE RES010612 2X4 WOOD FRAMING @ 1'-4"OC SYSTEM SYSTEM 1/2"DRYWALL CEILING SYSTEM 1/2"DRYWALL CEILING 1/2"DRYWALL CEILING SYSTEM CONC BEAM-REFER TO LIQUID APPLIED SYSTEM STRUCTURAL 100% PERMIT WATERPROOFING SYSTEM 2X4 WOOD FRAMING @ 1'-4"OC 16" INSULATED CONCRETE DOCUMENTS 1/2"PLYWOOD SHEATHING PORCELAIN TILE FACADE CLADDING RESYSTA CLADDING SYSTEM- FORM FLOOR SLAB SYSTEM- PROFILE RES010612 REFER TO STRUCTURAL 09.20.13 ' SYSTEM ON 114"CEMENT BACKER LIQUID APPLIED UNILUX FENSTER AND TUREN ®• � BOARD ON LIQUID APPLIED WATERPROOFING SYSTEM ALUMINUM CLAD WOOD IMPACT - WATERPROOFING SYSTEM WINDOW SYSTEM ao i UNILUX FENSTER AND TUREN 112"PLYWOOD SHEATHING N o CID ALUMINUM CLAD WOOD IMPACT rn m cr ' WINDOW SYSTEM PT 2X4 WOOD FURRING @ rn 1 4 OC ........................................................_......._.............. •.4 i RESYSTA DECKING SYSTEM- PROFILE RES010612 PT 2X WOOD SLEEPERS @ 1'-4"OC !�" _.__................._.............................._................._____.._._.__.._ i � -REFER TO STRUCTURAL date description I TOP OF SLAB LEVEL ONE TOP OF CONCRETE WALKWAY T __ TOP OF RESYSTA DECK _ , � �� +99'-10" '.. ..; �, •�. .. ' =a — — .. 'a ' • : ...: +O ooOn SLAB EL project#� 1207 � TOP OF CONCRETE WALKWAY - -- - - - - - .. . • .. r." + 100-0 ( ATU - -t: -- 99' 10" rte- == s �:� .� t-r4==-s- =r' =rft .__ :@� D M =�� _ . . _+ -.._ —�_ ...drawn by: mjf J7.. a. .:. ' • �\ r . r\\�\i \ �': \ r r\ t:..�:, rl . r \ checked b b CONT CONCRETE FOOTING- �.i\\ /` \r , CONT CONCRETE FOOTING- CONT CONCRETE FOOTING- ` r r \�` -___ _.... -...... .. \\ \ \ \ \ \ r \ REFER TO STRUCTURAL \\/ \ copyright cd 2013 I REFER TO STRUCTURAL �\!i\, � \� ��r\ri r�\r/�� REFER TO STRUCTURALS � •,r r r r .� 9 I scale: as noted I A� TYPICAL WALL SECTION TYPICAL WALL SECTION TYPICAL WALL SECTION TYPICAL WALL A4 1/2" = 1'-0" SECTION A 3 . 11 2 3 4 5 2 3 4 5 I , i FLASHING AS REQ'D Q I � i LIQUID APPLIED WATERPROOF 0)0 ROOFING SYSTEM L STAINLESS STEEL CAP FLASHING N w 8 1/4"STRUCTURAL ^, INSULATED ROOF PANEL- TOP OF WALL SIP REFER TO STRUCTURAL + 135'-0" TOP OF ROOF SIP ALN VARIES ao 1 SMOOTH STUCCO SYSTEM ON PAPER u� BACKED METAL LATH ON LIQUID APPLIED w D N WATERPROOFING SYSTEM Q > O BOTTOM OF WALL SIP + 132-6 3/8 CEILING HEIGHT LIQUID APPLIED + 132'5 WATERPROOFING SYSTEM SUSPENDED METAL CHANNEL L c LVL-REFER TO STRUCTURALN Y o SYSTEM � E � 8N 1/2"DRYWALL CEILING SYSTEM (.� L c o0 ♦I ��I ^ .0. Al cNoQu C 0 f�/J WRVS UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT Go WINDOW SYSTEM d o m ry\ J ao rn u o•m coo,c_� M v SMOOTH STUCCO SYSTEM ON PAPER WD FLOORING-REFER or- BACKED METAL LATH ON LIQUID APPLIED TO FIN SCHED WATERPROOFING SYSTEM /;:3/4"T&G PLYWOOD BOTTOM OF WINDOW RO 1= TOP OF SUBFLOOR + 122'-61/4" 2S + 122'11/4" C FLOOR TRUSS SYSTEM-REFER TO 8 1/4"STRUCTURAL INSULATED STRUCTURAL PANEL SYSTEM-REFER TO CEILING HEIGHT STRUCTURAL + 120'-7" LIQUID APPLIED WATERPROOFING SYSTEM 1/2 DRYWALL CEILING SYSTEM SEM i 0 PORCELAIN TILE FACADE CLADDING " I' SYSTEM ON 1/4 CEMENT BACKER BOARD ON LIQUID QU APPLIED WATERPROOFING SYSTEM 2X4 WOOD FRAMING @ VI OC 1/2"PLYWOOD SHEATHING LIQUID APPLIED WATERPROOF ROOFING SYSTEM - STAINLESS STEEL CAP FLASHING rn FLASHING AS REQ'D WALL SIP + 115'-6"TOP POF OF CONT 2X8 WOOD PLATE LIQUID APPLIED WATERPROOF 1'-0 5/81I STAINLESS STEEL ROOFING SYSTEM FLASHING 8 1/4"STRUCTURAL INSULATED 81/4"STRUCTURAL M 2X4 WOOD FRAMING INSULATED PANEL SYSTEM-REFER TO SMOOTH STUCCO SYSTEM ON PAPER G 1-4 OC ROOF PANEL- ,� @ REFER TO STRUCTURAL I STRUCTURAL o BACKED METAL LATH ON LIQUID APPLIED 1/2 DRYWALL SYSTEM W _z M BOTTOM OF WALL SIP LIQUID APPLIED WATERPROOF LIQUID APPLIED WATERPROOFING SYSTEM FRY REGLET"J"MOLDING V WZ) � < + 113'-0° ROOFING SYSTEM WATERPROOFING SYSTEM 81/4"STRUCTURAL INSULATED Z d- _I W V Z cc PORCELAIN TILE FACADE BOTTOM OF ROOF SIP PANEL SYSTEM-REFER TO 16"INSULATED CONCRETE BOTTOM OF ROOF SIP _+ 1 12'-1 3/4" CLADDING SYSTEM ON 1/4" STRUCTURAL FORM FLOOR SLAB SYSTEM- W O j JO CEMENT BACKER BOARD ON REFER TO STRUCTURAL - Q LL + 111'-8° ----------- LIQUID APPLIED _ - - 1/2"DRYWALL CEILING SYSTEM TOP OF ICF FLOOR SYSTEM CONCEALED COLLECTION BOX --- LVL BEAM-BEYOND- WATERPROOFING SYSTEM _+ 1 11'-6" _ TOP OF ICF FLOOR SYSTEM W O Y _ U AND DOWNSPOUT SYSTEM- - -- _ REFER TO STRUCTURAL � � U � . , �1.. ... ' . I I - �.- + 111-6 L.LW� QQ BEYOND 81/4"STRUCTURAL I LVL BEAM-REFER TO " Ly..I Z_ m m 1/2 DRYWALL CEILING SYSTEM I '•: t.. - I STRUCTURAL -�= y' INSULATED ROOF PANEL- T_� �,� I. _ ` Z Q U REFER TO STRUCTURAL o r. i BOTTOM OF ICF FLOOR SYSTEM 5 Q 0 — I. . :. �...i -2" W Z Z LVL BEAM-BEYOND- + 110' 10"X10"STEEL ANGLE f"' *' N Z REFER TO STRUCTURAL i •. 8 1/4 STRUCTURAL INSULATED I WELDED TO TS POST G HEIGHT +CEILINCEILING " Q PANEL SYSTEM-REFER TO Ak STRUCTURAL TOP OF GARAGE DOOR RO + 108'-1" a•' , LIQUID APPLIED f.. ' SYSTEM WATERPROOFING SYSTEM SUSPENDED METAL CHANNEL CONT 2X BLOCKING �. • NOTCHED @ STEEL ANGLE 1/2"DRYWALL CEILING SYSTEM ')00% PERMIT �t PORCELAIN TILE FACADE 11INSULATED CONCRETE STRUCTURAL DOCUMENTS " CLADDING SYSTEM ON 1/4" I 4"X4"TS POST SCONICTRUCTURAL BEAM-REFER TO CEMENT BACKER BOARD ON LIQUID APPLIED 1/2 DRYWALL SYSTEM _ FORM WALL SYSTEM-REFER TO 09.20.1 3 STRUCTURAL WATERPROOFING SYSTEM _ RESYSTA 200/7 CLADDING ®, ' I -TO MATCH CLADDING ON GARAGE DOOR FACE 1/2"DRYWALL SYSTEM _._ _......__..... ......._............_....___..._._....._...... .__._.... 2X WOOD BLOCKING ; . 1/2"CEMENT BACKER a.................... ..........................__---- __............... BOARD •.. • ..„.........................p..............................------.................. • FRY REGLET"J"MOLDING FRY REGLET"J"MOLDING SLPE: 1/8"PER FTOIL 11 _........_..................._...................._......._.......... ... P OF PERIMETER LEDGE DRIVEWAY PAVERS date description + 100'-4" ;; . OIL TOP OF SLAB LEVEL ONE �• T -- + 100'-0"(DATUM) I TOP OF SLAB LEVEL ONE ...• •pr.. I _ .. _ �; ��. .�.,�_:1 + 1 (DATUM) --- � wproject 1207 { / a I. : .... drawn b mjf ......................-.......................................................... CONT CONCRETE FOOTING-REFER , • \ ,checked by: jpb \,\, . .\ / �; CONT CONCRETE FOOTING- CONT CONCRETE FOOTING-REFER S` , \ �/ .........................................................l"...... TO STRUCTURAL '``�<\`%�\� '�'\�\/ / TO STRUCTURAL � , , ,,, TYPICAL @ GARAGE DOOR copyright cdg 2013 OPENING-REFER TO STRUCTURAL \ ' scale: as noted Al TYPICAL WALL SECTION 1/2„ = 1'_0” A2TYPICAL WALL SECTION TYPICAL WALL SECTION 1'-0" A4 1/2" = 1'-0" TYPICAL WALL SECTION 2 A 3 3 . 12 4 -------------------- 5 1 2 3NONWOVEN I4 5 Ca 0)O LIQUID APPLIED WATERPROOFING SYSTEM FLASHING AS REQ'D'` A� W 81/4"STRUCTURAL STAINLESS STEEL CAP FLASHING INSULATED ROOF PANEL- REFER TO STRUCTURAL TOP OF WALL SIP TOP OF ROOF SIP SMOOTH STUCCO SYSTEM ON PAPER + 135'-0" + 134'-10" BACKED METAL LATH ON LIQUID APPLIED WATERPROOFING SYSTEM BOTTOM OF LVL BEAM + 133'-8" N LIQUID APPLIED WATERPROOFING SYSTEM CEILING HEIGHT TOP OF WINDOW RO + 132'-5" LVL BEAM-REFER TO + 132'-5 314" — %W 04 STRUCTURAL C N E p SUSPENDED METAL CHANNEL N -II--iCn 9 m $N SYSTEM N c`o �°a°Do N ' V L y '2p Q RESYSTA CLADDING SYSTEM- v c cv(04t 112 DRYWALL CEILING SYSTEM (� °c V c v y PROFILE RES010612 ••• o ' ' LVL BEAM-REFER TO Cu .9 .r o c c STRUCTURAL 2X4 PT WD FURRING STRIP UNILUX FENSTER AND TUREN @ l'-4"OC — ALUMINUM CLAD WOOD IMPACT WINDOW SYSTEM \� rn J CD /77 LIQUID APPLIED i2 WATERPROOFING SYSTEM ,Q GLASS RAILING SYSTEM d y LVL BEAM-REFER TO RESYSTA DECKING SYSTEM- STRUCTURAL PROFILE RES010612 EB co Jr- 3/4" WD FLOORING-REFER TO FIN SCHED CONT CONCEALED GUTTER AND DOWNSPOUT SYSTEM T&G PLYWOOD _T SMOOTH STUCCO SYSTEM ON METAL LATH TOP OF FLOOR TRUSS TOP OF FLOOR SIP A,LVL + 122'-7112" + 122'-51/2" d- j C o I I PT 2X WOOD SLEEPERS @ 1'-4"OC m co cV CEILING HEIGHT I TOP OF WINDOW RO + + 120'-7" B4 I LVL BEAM-REFER TO 9.03 I I STRUCTURAL FLOOR TRUSS SYSTEM-REFER TO STRUCTURAL j j 8 1/4"STRUCTURAL I I INSULATED ROOF PANEL- 1 REFER TO STRUCTURAL 1/2"DRYWALL CEILING SYSTEM I I I 2X4 WOOD FRAMING @ 2'4"OC I I I 1 I I I I UNILUX FENSTER AND TUREN I ALUMINUM CLAD WOOD IMPACT 1 I - - WINDOW SYSTEM I 1 N rn I 1 J I I m I I 1 I M M 1 1 N W Z 04 M U D wa Z W('J 5 o W WO > o LL SMOOTH 1 i SMOOTH STUCCO SYSTEM ON 1 1 O U V METAL LATH W TOP OF ICF FLOOR SYSTEM BOTTOM OF WINDOW RO � W W W + 111'-6 .. .a ;'Ph--•- _nom- .�—-,� �._y -A. '._ .�• _..-,- , .f. } I .. T G. .I 1 'I + 111'-31/4" Z Y CO Co r r', Z Co 16"INSULATED CONCRETE M ! `- `` - —I�` 2X4 WOOD FRAMING @ 1'-4"OCuJ Qo � � N FORM FLOOR SLAB SYSTEM- I Z Q g I 1 N REFER TO STRUCTURAL 14..:I I I Q BOTTOM OF WOOD FRAMING CEILING HEIGHT + 109'-13/8" • + 109'-0" SUSPENDED METAL CHANNEL 1/2"PLYWOOD SHEATHING SYSTEM 1/2"DRYWALL CEILING SYSTEM SMOOTH STUCCO SYSTEM ON 100% PERMIT METAL LATH DOCUMENTS LIQUID APPLIED 09.20.13 WATERPROOFING SYSTEM UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT WINDOW SYSTEM — C J, ............. .............. ....._____ ..........................__..._..._.........._....._............... ............................................................................. .........................................._....................___.___._..... RESYSTA DECKING SYSTEM- PROFILE RES010612 PT 2X WOOD JOISTS-REFER TO date ! description STRUCTURAL • I TOP OF SLAB LEVEL ONE project#: .............................1.207`` T�'��.�_ B OTTOM OF WINDOW RO drawn by: mjf IV + 100'-0"(DATUM) . . • +gg'-g 114" *: A ��\ 1 .::. 1. .checked by: jpb copyright cdg 2013 scale:as noted I TYPICAL WALL SECTION Al TYPICAL WALL � 112" = 1'-0" SECTION A 3 . 13 a 1 2 3 ---------- ------------------------ 4 5 i I 1 2 3 4 5 i C CL 4'-0 1/211 15'-0" J1 1/411 CONT HANDRAIL ATTACHED @ 36" � 18 TREAD @ 1011 TO WALL AT THIS SECTION o1 42"TALL 1/2"GLASS RAILING W/ AA♦♦ � GLASS MOUNTED HANDRAIL I N W ATTACHED @ 36" 1 I N I U I I I III = I I I III - Q I <II UP T LEVE TWO I % Q - 11 11 -- --- -- -- — — + -- -- -- ��. . I_ II1 j J U III LLJ Q � i i I I I II I II -- -- --- -- -- IL o N NEO y In N (SHED EDGE 0r v $ ,__. � ami CENTERED SINGLE TUBE STEEL FIN LANDING THIS RUN- L y c 0 co �� N STRINGER BELOW 1/211- 11" �= m c0 c ONLY c_N/a8 N V m LEVEL ONE ENLARGED STAIR PLAN �- o Yo D1 1/2" = 1'-0° S - II `v .� r yr 2L u II � II � II I 8'-6 1/2" 3'-1 1/2" 1/2" T-6" 1/411 8 3/4" 1/211 1/211 n g" 3'-11 1/411 9 TREADS @ 10" 4 TREADS 4'-8 1/4" Z��01 k" MX>XXX> II Q II I z TOP OF DECK CONT HANDRAIL ATTACHED T FINISHED EDGE OF LANDING o Q W LL @ 6" + 125'-3114" mo Q UP TO LEVEL THREE ' Q JU cV n w n W g l l N II I ll._ Ilk II � TREADS TO BE ATTACHED TO WALL ON EACH SIDE WITH CONCEALED STEEL ANGLE- 1 ---- TYPICAL @ TREADS FROM ll SECOND FLOOR TO THIRD AND TO _ 9 TREADS @ 10 C ROOF LEVEL `� II I 36"TALL 1/2"GLASS RAILING 1 ---- II ATTACHED WITH STANDOFFS ao _,- cn Lu ----, II � q i 3�_ II " ,- I_ n u 11 1 1/2 1/2 7 6 1/4 8 3/4 9 DS @ 10" II I I I I I 11 I I � 0• 1 TOP OF DECK 1 1 = LOUT-6° 1/2" 9" + 11T-0114" I 1 - o Q 9TRADS@101 L N N o-- ----w �)� �E�DN 0_LE EL ONE -- II � N , w FINISHED EDGE OF LANDING @ Q z LEVEL THREE ABOVE ATTACH EACH ENP OF TREAD M ~ TO PERIMETER W6LLS WITH M b STEEL ANGLE-CONCEALED NCEALED @ ;; L Z N ENDS AND FLUSH��IIIITH w W BOTTOM EDGE Or, TREADS ' �' U � w Q W II ;� � Z -rx 5 a _ m ...........,_..-....... ...... @ 36;,` _ �� CONT HANDRAIL ATTACHED -''�� Z D DCO W o TO WALL I' - � Q� a � CONT HANDRAIL ATTACHED TO WALL 36" cc @ P OF ICF FLOOR SYSTEM O G U U --- _ W ED STAIR -PLAN .. • 11LARGVEL TWO ENLEI. r , ' ;r � . _�s_� �/ � W� wQ 8'-6 1/2° 2'-1 1/2" 5'-2" 1/2" 3'-4° 9" .'� ' ZY mm II I'1 --_ --- �— - `� i TTOM OF ICF FLOOR SYSTEM � Q D � U 4 TREADS @ 10 r „ _ W H LOTTOM 10-2 NZZ OF SOFFIT FRAMING H 42"TALL 112"GLASS RAILING W/,"" � � r---,p a MOUNTED HANDRAI - =J GLASS OU L � �. � I „ • w � ATTACHED @36" '� � �� r----711 " Z — CONT HANDRAIL ATTACHED @ 36" I-I o Q TO WALL _ r - - Q �I P T ROOF DECK 1 PERMIT UP I „ 00/o I <E-- -- n--N u-► -- —z� r---�„ , o < J —FINISHED EDGE OF LANDING s-- DOCUMENTS LLJ ---�„ rx , Z n _ .2 .1 �- - 09 0 3 �o I I I I __ I I I •. 36”TALL 112"GLASS RAILING '-Ir __- cn _ ATTACHED WITH STANDOFFS '' 4 �C10"WOOD TREADS-TYP @ w r--- �„ - - 'ALL LEVELS 4"X 8"POWDER COATED STEEL TUBE STRINGER rn ,- r--- 'ti ,-' ;; WITH3"WIDE 1/2"BENT PLATE SUPPORTS@ EACH TREAD _•__._•••••••••••••. _••.__.. ••..•..••.•.•_••••••.•••••.•••••••__.•....... ......... .. 4'-0 1/211 r---,„ 15''0° 1/211 1 ' --- 18 TREAS @ 10° .......................................................•........•......•......... --' I ' ................................... .......................................... date � description g II Lr--2 P OF i .. .. ._ter-7— ............................... DECKING project#• 1207 ms®t. �. e� :� .r.s :�'i•�•se:gin.ys�•2'e/v.� .�:�..s;�.l r�.r his:��..� r*am. •��. `•:;;:� ;a • �. �.r iPj"� q e • r• l� 1.J' drawn by: mjf . .'. ,_.'.� checked b b • Y jP A € ° TWO - _...•.__.. ..•__.•....•.••..••.•••••.••••••.�............................._... i i r copyright cdg 2013 scale:as noted STAIR SECTION tI [ 1 — —� _ A3 1/2" = 1'-0" INTERIOR STAIR DETAILS im V1111111111111 /Z im-4 LEVEL THREE ENLARGED STAIR PLAN Al 1/2" = 1'-0" A 3 . 14 2 3 4 5 1 2 3 4 5 C 0)O • W xx 1 L CD U r O U N O O000 HO G N ■� ■� CC Nco C� L —O= o w` �O CN�� O � 0,M ■ r to.�•. d_ ® I a� G.N E.- M V I 'C O i �. I o• i I i 36"TALL 1/2"GLASS RAILING Cr) 3t 111 M N IN CI, ARANC W Z M Z Lu W WO wo ILL FDO FDO ILIJ LL 771 W�_ WW I min00 f... V.I W to F- CONT HANDRAIL ATTACHED TO { WALL @ 36° 6'-10 1/4" 1/211 14'-211t F— ' j 4"X 10"CONCRETE TREAD 17 TREADS (� 10° 100% PERMIT y' .I SYSTEM `��`'. °'� �� DOCUMENTS I I — —_ 4"X 10"CONCRETE TREAD 09.20.13 ' SYSTEM00 ..r 36"TALL 1/2"GLASS RAILING U-1 rf. ATTACHED TO EACH TREAD WITH j I STAINLESS STELL STANDOFFS 4 X 8 316 GRADE STAINLESS ' II II ao STEEL TUBE STRINGER WITH .............................................................................._.. I. ? 4 X 8 316 GRADE STAINLESS 3"WIDE 1/2"BENT PLATE STEEL TUBE STRINGER WITH SUPPORTS @EACH TREAD ... i. I ............................................................. f 1 3"WIDE 112"BENT PLATE '-� SUPPORTS EACH TREAD " _...........�............_..._. @ 36 TALL 1/2 GLASS RAILING I I ►' t ,� --- t2_011 31_011 .i.................................................................................. e 1•'.f i date i description I I ti --------------------------------- ----- . ------- proje.c..............._........ 120 A drawn by: mjf checked by: jpb . ......................................................................... ................................... copyright cdg 2013 Al STAIR SECTION A STAIR SECTION Scale: as noted 11-011 EXTERIOR STAIR DETAILS 1 2 3 4 5 A 3 . 15 a i 1 2 3 4 � 5 C la O T. L Cf) w FINISH SCHEDULE DOOR SCHEDULE DOOR TYPES NORTH SOUTH EAST WEST FIN CL'G MATERIALS HARDWARE REFER TO WINDOW 3'-2" NO SPACE FLOOR BASE CL'G FINISH LEGEND MARK DOOR SIZE OPENING TYPE REMARKS FIN CEILING FIN CEILING FIN CEILING 1 WALL WALL WALL WALL HTDOOR FRAME GROUP SCHEDULE RESYSTA _ CLADDING-TO MATCH WALL LEVEL ONE MATERIALS LEVEL ONErF- I • � 1. HARD TILE PORCELAIN ALUM CLAD/ ALUM CLAD EXTERIOR DOOR IN UNILUX I RESYSTA A101 ENTRY 11-E 15-A 16-D 16-D 16-D/22-E 16-D 24-D 1632-5;, - 2. HARD TILE CERAMIC A101A 3'-8 3/4"X 8'-10" A D&GLASS WD ELECTRONIC LOCKING WINDOW SYSTEM FRAME 3. HARD TILE NATURAL ALUM CLAD/ ALUM CLAD A101A CLOSET 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-0" 4. 314"HARDWOOD A101B 2'-10"X 8'-10" •3'-2"X 9'-2" B ELECTRONIC LOCKING EXTERIOR DOOR - _ - i = N 5. 3/4"ENGINEERED D&GLASS WD �, o cv I o N o PRE-FINISHED HARDWOOD FLOOR TO CEILING INTERIOR co °' °o }' S N A102 ELEVATOR 1-A 15-A 22-E 22-E 22-E 22-E - - 6. CARPET A101C 3'-0"X 9'-0" C MDF EZY-JAMB SWING DOOR V v �o 7. VINYL TILE j Q >` `� o o c A103 STUDIO 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-0" 8. VINYL ROLL A102A T-0"X 8'-0" D MDF RESYSTA INTERIOR SWING DOOR WITH I .�� Q COrm N APPLIED RESYSTA CLADDING cv d w c� jT 9. CONCRETE PAVER SYSTEM I - � "L o=N 8 10. RESYSTA DECKING SYSTEM INTERIOR SWING DOOR WITH I LLQ o -> A104 TOILET 11-E 15-A 19-A 23-A 19-A 19-A 24-D 9'-0" A102B 3'-0"X 8'-0" D MDF RESYSTA I (,) o� 11. CONCRETE APPLIED RESYSTA CLADDING ____ L.. m i g, c 12. WOOD BASE 3'-8 3/4° L 2'-10�� cu .0 0'S W A105 BREEZEWAY 11-E 15-A 16-D/23-A 16-D - - 24-D 9'-0" 13. TILE SANITARY BASE A102C 3'-0"X 8'-0" D MDF RESYSTA INTERIOR SWING DOOR WITH 14. RESILIENT BASE APPLIED RESYSTA CLADDING A106 POOLROOM 11-E 15-A 16-D 16-D 16-D 16-D 24-D g1-0" 15. FRY REGLET"J"MOLDING A103A 3'-0"X 9'-0" 3'-3"X 9'-0" E ALUM/GLASSALUM FLOOR TO CEILING STAND O © © O O O 16. 1/2"DRYWALL SYSTEM ALONE DIRTT SWING DOOR 17. 5/8"TYPE X DRYWALL FLOOR TO CEILING DIRTT Al 07 LAUNDRY 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-0" SYSTEM A104A T-0"X 9'-0" 5'-01/2"X 9'-0" F ALUM/GLASSALUM REFER TO 18. WALL TILE ON 1/2"DRYWALL DOOR IN DIRTT WALL SYSTEM WINDOW SYSTEM ALUM CLAD/ ALUM CLAD EXTERIOR DOOR IN UNILUX SCHEDULE A105A 3'-6"X 8'-10" G D&GLASS WD ELECTRONIC LOCKING WINDOW SYSTEM FIN CEILING FIN CEILING FIN CEILING 19. WALL TILE ON 112"CEMENT BOARD ALUM CLAD/ ALUM CLAD EXTERIOR DOOR IN UNILUX ---�-'- - - - - B101 BATH 10-E/11-E 15-A 19-A 19-A 19-A/23-A 19-A 25-D 9'-0" 20. WALL COVERING ON 1/2° A105B 3'-6"X 8'-10" G D&GLASS WD ELECTRONIC LOCKING WINDOW SYSTEM C DRYWALL SYSTEM B102 BEDROOM 1 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-0" 21. SMOOTH STUCCO SYSTEM A106A 15'-101/2"X 8'-0" H ALUM CLAD/ ALUM CLAD EXTERIOR TWO PANEL REFER TO 22. RESYSTA CLADDING D&GLASS WD LIFT AND SLIDE SYSTEM WINDOW SYSTEM SCHEDULE B103 HALL 11-E 15-A 16-D 16-D 16-D 16-D/23-A 24-D 9'-0" 23. EXPOSED WALL A107A (2)2'-0"X 9'-0" I MDF EZY-JAMB FLOOR TO CEILING INTERIOR o CONSTRUCTION SWING DOOR PAIR - - I o - -.► °. B104 BEDROOM 2 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-0" 24. 1/2"DRYWALL CEILING N ° SYSTEM aD °' co B105 ENTERTAINMENT 11-E 15-A 16-D 16-D - 16-D 24-D g'_0" 25. 1/2"WATER RESISTANT 6101A 2'-8"X 9'-0" 4'-1 1/2"X 9'-0" F ALUM/GLASS ALUM FLOOR TO CEILING DIRTT DRYWALL CEILING SYSTEM DOOR IN DIRTT WALL SYSTEM 26. 1/2"EXTERIOR DRYWALL_ FLOOR TO CEILING INTERIOR B106 STORAGE 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-0" CEILING SYSTEM B102A 2'-8"X 9'-0" 1. C MDF EZY-JAMB 27. 5/8"TYPE X DRYWALL SWING DOOR C 8107 AHU 11-E 15-A 16-D 16-D 16-D 16-D 24-D g'-0" CEILING SYSTEM 6103A 3'-4"X 8'-10" J ALUM CLAD/ ALUM CLAD ELECTRONIC LOCKING EXTERIOR DOOR IN UNILUX 28. 3/4"HARDWOOD D&GLASS WD WINDOW SYSTEM 3'-6° 31-4n 29 SYSTEM RESYSTA CLADDING g104A 2'-8"X 9'-0" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR 30. EXPOSED CEILING SWING DOOR © O TOYSTA 200/7 MATCHWIDTH ODDING SYSTEM-F WALL CLADDINGUT O O C101 GARAGE 11-E 15-A 16-D 16-D 16-D 16-D 24-D 11'-71/2"- CONSTRUCTION 8105A 3'-0"X 9'-0" 3'-3"X 9'-0" E ALUM/GLASSALUM FLOOR TO CEILING STAND APPLIED TO SECTIONAL FLUSH PANEL 3'-2 1/2" 12'-1 3/4" ALONE DIRTT SWING DOOR FINISHES GARAGE DOOR C102 MECHANICAL 11-E 15-A 16-D 16-D 16-D 16-D 24-D VARIES B105B 13'-4"X 8'-0" K ALUM CLAD/ ALUM CLAD EXTERIOR TWO PANEL �----- A. FACTORY FINISH-REFER D&GLASS WD LIFT AND SLIDE SYSTEM LEVEL TWO TO PROJECT MANUAL FOR 6106A 2'-6"X 9'-0" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR j CLEANERS OR SEALERS SWING DOOR B. STAINED AND VARNISHED A201 LAUNDRY 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-1" C. PAINTED FINISH- 6106A 2'-6"X 9'-0" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR TEXTURED SWING DOOR o I o D. PAINTED FINISH-NON Co j A202 MECHANICAL 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-1" TEXTURED ,- „ E. FIELD APPLIED SEALER - - - A203 HALL 11-E 15-A 16-D/23-A 16-D 16-D 16-D 24-D 9 1 F. EXPOSED CONSTRUCTION C101A 16'-0"X 8'-0" L STEEL STEEL/WD SECTIONAL DOOR WITH APPLIED RESYSTA CLADDING I A204 POWDER 11-E 15-A 19-E 23-A 19-E 19-E 24-D 9'-1" C101B 16'-0"X 8'-0" M STEEL STEEL/WD SECTIONAL DOOR WITH APPLIED RESYSTA CLADDING A205 PANTRY 11-E 15-A 16-D 16-D 16-D 16-D 24-D 9'-1" C101C 2'-101/2"X 7'-10" 3-'21/2"X 8'-0" N ALUM CLAD/ ALUM CLAD ELECTRONIC LOCKING EXTERIOR DOOR 2'-10 1/2° M D&GLASS WD C„ A206 KITCHEN 11-E 15-A 16-D/22-E 16-D/22-E 16-D/22-E 16-D/22-E 24-D 9'-1" C101D 5'-0"X 8'-0" 0 STEEL STEEL/WD SECTIONAL DOOR WITH O REFER TO © O MIRRORED O W Z M APPLIED RESYSTA CLADDING RESYSTA 200/7 CLADDING SYSTEM-CUT WINDOW TO MATCH WIDTH OF WALL CLADDING- SCHEDULE-\ n u 0 D Lu A207 DINING 11-E 15-A 22-E - - 16-D 24-D 9'-1" C102A 3'-0"X 8'-0" P MDF EZY-JAMB INTERIOR SWING DOOR 31-1 3/4 31-411 Z W(3 11 Z APPLIED TO SECTIONAL FLUSH PANEL GARAGE DOOR �0 w0 Cf- A208 STAIR 4-B 15-A 16-D 16-D 16-D122-F 16-D 24-D I I I 0 > 5 „ I I I ` < L A209 LIVING 11-E 15-A 16-D 16-D/22-E 22-E 16-D 24-D 18'-41112" i I i W o U V I I I W� QQ A210 DECK 10-E - 22-E 23-F 23-F - 29-E 11'-8" LEVEL TWO Z m Lu - _ ? Q000 A211 PLAYROOM 11-E 15-A 21-E/22-E 21-E 21-E 16-D 24-D 9'-1" A201A 3'-0"X 9'-1" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR rn co rn rn i i W � H I I I ti SWING DOOR I I l Z Z Z A212 PETS 11-E 15-A 19-E 19-E 19-E 19-E 24-D 9'-1" A202A 3'-0"X 9'-1" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR I I I Q SWING DOOR - I o A213 BOYS ROOM 1 11-E 15-A 16-D 21-E 16-D 16-D 24-D 9-1" A204A 3'-0"X 9'-1" 5'-10"X 9'-1" F ALUM/GLASSALUM FLOOR TO CEILING DIRTT I I I Q DOOR IN DIRTT WALL SYSTEM A214 BOYS BATHROOM 11-E 15-A 23-A 19-E 19-E 19-E 25-D 9'-1" A205A 3'-0"X 9'-1" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR --------_ ----- SWING DOOR 3�_6�i 2'-9 3/4" 2'-8" ALUM CLAD/ ALUM CLAD EXTERIOR DOOR IN UNILUX A215 SHOWER 11-E 15-A 19-E 19-E 19-E 19-E 25-D 9'-1" A209A 3'-6"X 8'-11" O D&GLASS WD WINDOW SYSTEM O © ® ® O O 100% PERMIT ALUM CLAD/ ALUM CLAD EXTERIOR DOOR IN UNILUX DOCUMENTS A216 BOYS ROOM 2 11-E 15-A 16-D 21-E 16-D 21-E 24-D 9'-1" A2096 3'-6"X 8'-11° 0 D&GLASS WD WINDOW SYSTEM REFER TO 0 9.20.13 ALUM CLAD/ ALUM CLAD WINDOW - A217 BOYS HALL 11-E 15-A 16-D 23-A 16-D 16-D 24-D 9-111A211A 2-9 3/4 X 8-11 3-1 3/4 X 8-3 R D&GLASS WD ELECTRONIC LOCKING EXTERIOR DOOR SCHEDULE REFER TO ®, A212A 2'-8"X 4'-0" S ALUM CLAD/ ALUM CLAD EXTERIOR DOG DOOR WINDOW WD WD SCHEDULE LEVEL THREE A212B 3'-0"X 8'-0" 3'4"X 9'-1" T LUM/GLAS ALUWDCLAD EXTERIOR DOOR A301 STAIR 4-B 15-A 16-D 16-D 16-D/22-E 16-D 24-D A213A 4'-11"X 9'-1" U MDF - SLIDING BARN DOOR IN CEILING MOUNTED TRACK ......................__. .......................___...._.........._.._ A302 ROOF DECK 10-E - - 23-F 23-F 23-F - A213B T-5 3/4"X 9'-1" U MDF - SLIDING BARN DOOR IN CEILING MOUNTED TRACK E................................................................................. - FLOOR TO CEILING DIRTT ,,,,,,,,,,,,, A303 WALKWAY 4-B 15-A 16-D 16-D - 16-D-22-E 24-D 8'-0" A214A 2'-8"X 9'-1" 6'-91/2"X 9'-1" F LUM/GLAS ALUM ......................................- DOOR IN DIRTT WALL SYSTEM • FRAMELESS SHOWER DOOR --- A304 STUDY 4-B 15-A 16-D 16-D 16-D - 24-D 9'-8" A214A 2'-6"X 9'-1" V ALUM/GLASS "" SYSTEM - --- date description A305 MECHANICAL 4-B 15-A 16-D 16-D 16-D 16-D 24-D 9'-8" A216A 4'-11"X9'-l" U MDF - SLIDING BARN DOOR IN ° CEILING MOUNTED TRACK O O O O project#: 1207 A306 SHOWER 1-A 15-A 19-A 19-A - 19-A 25-D 9'-2° LEVEL THREE11 drawn by:...........................m'f A307 TOILET 4-B 15-A 16-D 16-D 16-D 16-D 24-D 9'-8" A301A 3'-0"X 6'-11" W ALUM CLAD/ ALUM CLAD EXTERIOR DOOR IN UNILUX D&GLASS WD WINDOW SYSTEM checked by: jpb FLOOR TO CEILING INTERIOR _................................._................................................................._... A308 MASTER BATH 1-A 15-A 16-D 16-D 19-E 19-A 24-D 9-2 A303A 3-0 X 8-0 C MDF EZY-JAMB SWING DOOR copyright cdg 2013 A309 WARDROBE 4-B 15-A 16-D 16-D 16-D 16-D 24-D 9'-8" A305A (2)3'-0"X 9'-8" I MDF EZY-JAMB FLOOR TO CEILING INTERIOR SWING DOOR PAIR scale: as noted A310 MASTER BED 4-B 15-A 16-D 16-D 16-D 16-D 24-D 9'-8" A307A 2'-8"X 9'-8" C MDF EZY-JAMB FLOOR TO CEILING INTERIOR SWING DOOR A311 MASTER DECK 10-E - 22-E 22-E 22-E 22-E 29-E VARIES A310A 3'-0"X 9'-6" X ALUM CLAD/ ALUM CLAD EXTERIOR DOOR IN UNILUX D&GLASS WD WINDOW SYSTEM FINISH, DOOR, ALUM CLAD/ ALUM CLAD EXTERIOR DOOR IN UNILUX SCHEDULES A310B 3'-0"X 9'-6" X D&GLASS WD WINDOW SYSTEM A 6 . 0 1 1 2 3 4 5 i , I 5 1 2 3 4 , ALLOW FOR 3/4"R.O. 11'-10 1/2" @ EACH SIDE,TOP AND 61-211 9'-10 1/2" 51-10" 17'-4 1/2" 0. H E D U L E REFER TO DOOR BOTTOM REFER TO DOOR 3 WINDOW SC SCHEDULE SCHEDULE -- 002 -- ----- -------- - ------ -- - ------- --------- ----------- - ALLOW FOR 3/4"R.O. r------- - -- - -- ---- i i i i (� CD @ EACH SIDE,TOP AND DOOR i I co I \ DOOR I I BOTTOM I k\ I i cr MARK WINDOW SIZE ROUGH OPENING TYPE REMARKS \ O „ „ 2'-2° ° 7'-8 1/2 \ _ EQUAL EQUAL EQUAL A 11-101/2 x 9-2„ 12-0 X 9-3112 1 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR _ _ - UNIT DEPTH FROM N N i o TO C/L TO C/L i i N o B 6'-2”X 9'-2" 6'-3112"X 9'-31/2" 2 ALUMINUM CLAD WOOD WINDOW SYSTEM EXTERIOR GLAZING TO I ALLOW FOR 3/4"R.O. rn ALLOW FOR 3/4 R.O. _ 0 REAR OF VERTICAL POST IS I I @EACH SIDE,TOP AND �o I I @ EACH SIDE,TOP AND 8112"-BOTTOM AND TOP \ I BOTTOM �o I �' I BOTTOM © 9'-101/2"X 2'-6" 10'-0"X 2'-71/2" 3 ALUMINUM CLAD WOOD WINDOW SYSTEM HORIZONTAL POSTS ARE \ _ 1/16"SMALLER IN DEPTH I I I D D 5'-10"X 9'-2" 6'-0"X 9'-31/2" 4 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR �\ O I I � FIN FLOOR ~ _ I _ _ _ _ _ I OE 17-41/2 X 2-6 17-6 X 2-7 1/2 5 ALUMINUM CLAD WOOD WINDOW SYSTEM EQUAL 3'-8 3/4" EQUAL EQUAL EQUAL Q 3'-6° Q o ALLOW FOR 3/4 R.O. N ALLOW FOR 1"R.O. THIS SIDE,TOP AND }+ rNi $N OF 10-10 1/4 X 9-2 11-11 3/4 X 9-3112 6 ALUMINUM CLAD WOOD WINDOW SYSTEM @EACH SIDE AND 314"R.O. BOTTOM ca N TOP AND BOTTOM 5 L 0 c co "X '-2" 12'-0"X 9'-31/2" 7 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR O O O ® O -E-+ 0 m CN 0� CNS G 11-10114 9 CR a o=N 8 H 3'-2"X 9'-2" 3'-31/4"X 9'-31/2" 8 ALUMINUM CLAD WOOD WINDOW SYSTEM UNIT DEPTH FROM EXTERIOR GLAZING L °c y ,o N O TO REAR OF VERTICAL POST IS 81/2"- o 0 s c 0 BOTTOM AND TOP HORIZONTAL POSTS cu .— ma w ai- OI 7'-8"X 9'-2" 7'-91/2"X 9'-31/2" 9 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOWS 111-10 1/4" 11'-10 1/4" ARE 1116"SMALLER IN DEPTH ALLOW FOR 1"R.O. 0 2'-71/2"X 9'-2" 2'-9"X 9'-31/2" 10 ALUMINUM CLAD WOOD WINDOW SYSTEM 5'-10" 3'-2" THIS SID 7'-8" 7 2� 7 1/2 � OK 10'-8"X 9'-2" 10'-10"X 9'-2" 11 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR777LO I DOOR © 14'-0"X 9'-2" 14'-2"X 9'-2" 12 ALUMINUM CLAD WOOD WINDOW SYSTEM I I i� I REFER TO DOOR SCHEDULE I 0 2'-71/2"X 9'-2" 2'-9"X 9'-31/2" 13 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOW (D c N 2'-71/2"X 9'-2" 2'-9"X 9'-3 1/2" 14 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOW I N I i `� i �' i `.' N `� E._ O I I I I rn I o� rn I \ I ALLOW FOR 314"R.O. I I o OO 11'-101/2"X 9'-3" 12'-0"X 9'-41/2" 15 ALUMINUM CLAD WOOD WINDOW SYSTEM I I THIS SIDE,TOP AND I I \. � I BOTTOM I I 7 © 11'-41/2" kJ X 6'-1" 11'-6"X 6'-21/2" 16 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOWS �4 I THESE PANELS ARE TO i o o 17 ALUMINUM CLAD WOOD WINDOW SYSTEM FIN FLOOR _ I r MATCH UNIT"D" ® 14'-61/4"X 2'-0" 14'-8"X 2'-1 1/2" EQUAL EQUAL EQUAL „ ALLOW FOR 314"R.O. EQUAL EQUAL EQUAL EQUAL EQUAL Q 3- iQ ALLOW FOR 314 R.O. ALLOW FOR 3/4 R.O. ® 1T-6114"X 11'-8" 1T-9 3/4"X 11'-91/2" 18 ALUMINUM CLAD WOOD WINDOW SYSTEM THIS SIDE,TOP AND THIS SIDE,TOP AND @ EACH SIDE,TOP AND ----CLEAR____ BOTTOM ALLOW FOR 1"R.O. BOTTOM ® O BOTTOM 10 C 0 23'-9"X 11'-8" 23'-11"X 11'-91/2" 19 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOORS © THIS SIDE O O 16'-11 3/4"X 9'-3" 17'-1 114"X 9'-41/2" 20 ALUMINUM CLAD WOOD WINDOW SYSTEM O 2'-71/2"X 9'-3" 2'-9"X 9'-4 1/2" 21 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOW ALLOW FOR 3/4"R.O. ALLOW FOR 314"R.O. ALLOW FOR 3/4"R.O. ALLOW FOR 3/4"R.O. @ TOP AND BOTTOM @ TOP AND BOTTOM @ EACH SIDE,TOP AND @ EACH SIDE,TOP AND OV T-1 1/2"X 9'-1 1/4" 3'-31/2"X 9'-1 3/4" 22 ALUMINUM CLAD VINYL WINDOW SYSTEM 10'-8" 14'-0" 2'-7 1/2" 2'-7 1/2" BOTTOM '-10 1/2° BOTTOM �- �i 11 11 4 1/2 OW T-1 112"X 9'-1 114" 3'-31/2"X 9'-13/4" 23 ALUMINUM CLAD VINYL WINDOW SYSTEM OX 2-71/2 X 9-3 2-9 X 9-41/2 24 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH OPERABLE WINDOW DOOR REFER TO t f 12'-4"X 21-1" 12'-6"X 21'-21/2" 25 ALUMINUM CLAD WOOD WINDOW SYSTEM DOOR I I I I = OY SCHEDULE \ 1 I I t t 1 " '- " '-41 2" 26 ALUMINUM CLAD WOOD WINDOW SYSTEM OZ 7-8 X 9 3 7 91/2 X 9 / I rn I I f F 1 f t 1 N ® 11'-10 1/2"X 9'-10" 12'-0"X 9'-11 1/2" 27 ALUMINUM CLAD WOOD WINDOW SYSTEM r I I I I I J EQUAL EQUAL EQUA ' " ' 5'-1 112"X 7'-2112" 28 ALUMINUM CLAD WOOD WINDOW SYSTEM WITH DOOR AND OPERABLE WINDOW 5-0 X7-1 i ® I � I I , 04 I / I I I O N O 04 23'-9"X 5'-5" 23'-11"X 5'-61/2" 29 ALUMINUM CLAD WOOD WINDOW SYSTEM FIN FLOOR I I I I W Z M ® ------ - - - - - - - - - - " ALUMINUM LAD WOOD WINDOW SYSTEM WITH DOORS 10" 3'-4" EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL z WO � 0 �p 14-11 3/4 X 9-10 16-11/4"X 9'-1 1 1/2 30 ALU U C 1 ALLOW FOR 314"R.O. O Z v @EACH SIDE, UNIT DEPTH FROM 16 z � ALLOW FOR 1"R.O. BOTTOM TOP AND EXTERIOR GLAZING TO W W 0 > OJ ® 18'-41/2"X 9'-10" 18'-61/2"X 9'-11 1/2" 31 ALUMINUM CLAD WOOD WINDOW SYSTEM 11 EACH SIDE 12 13 14 15 REAR OF VERTICAL POST IS 0 Q Q � 81/2"-BOTTOM AND TOP _ " 1/2"X '-11 1/2" 32 ALUMINUM CLAD WOOD WINDOW SYSTEM HORIZONTAL POSTS ARE W O Y = U F 7-8 X 9-10 7 9 / 9 1116"SMALLER IN DEPTH � W� w W00 CO � TYPICAL UNIT DEPTHS FROM EXTERIOR GLAZING TO REAR OF VERTICAL POST IS 10" - BOTTOM AND TOP zY o � � HORIZONTAL POSTS ARE 1/8" SMALLER IN DEPTH - U.N.O. z az �' z z Q I - ALLOW FOR 21/2" ' R.O.THIS SIDE 1T-6 1/4" 23'-9u REFER TO REFER TO 100% PERMIT ALLOW FOR 3/4"R.O. ALLOW FOR 314"R.O. DOOR DOOR , ,i @TOP AND BOTTOM @TOP AND BOTTOM 16-11 3/4 VINYL INTERIOR UNIT DEPTH FROM SCHEDULE SCHEDULE ALUM EXTERIOR DOCUMENTS EXTERIOR GLAZING TO , ., >, „ R.O. ALLOW FOR 314"R.O. 2'-7 1/2" 3'-1 1/211 ALLOW FOR 1 0 I ALLOW FOR 1 R.O. " -,��< ` I „ EACH SIDE,TOP AN ALLOW FOR 3/4"R.O. REAR OF VERTICAL POST IS �; \ \ \ - I ALLOW FOR 3/4 R.O. @ 09.20.1 3 „ THIS SIDE ?',SPANDREL SPANDREL: SPANDREL ,`;,SPANDREL "SPANDREL I EACH SIDE I BOTTOM @ TOP AND BOTTOM ° 8 -BOTTOM AND TOP I I I @ EACH SIDE AND TOP HORIZONTAL POSTS ARE 1/16"SMALLER IN DEPTH 7777777777 A DOOR r DOOR ALLOW FOR 1 R.O. I I I t Q v ►, WHITE LAYER,: THIS SIDE i 14'-6 1/411 ............................... o I - O «, I _ _ s I ,L I cn cn Q - o t Y I: � O ', I WHITE LAYER - O � rn C� rn rn 1 l ' I i o_ t`< W O I- , I I t 9'-4 3/4° O I O - Oi I I \ I U WHITE LAYER U N ` cn I I \ ! I N O O FIN FLOOR _ _ _ _ _ I_ _ __I ------ ------ I _ _ _ _ F- - - date ; description ALLOW FOR 3/4"R.O. n u n n n n n @ THIS SIDE,TOP AND EQUAL EQUAL EQUAL EQUAL L21-5 1/8 QUA 3-6 4-0 4-0 4-0 3-6 QUA EQUAL EQUAL 4-0 EQUAL EQUAL ALLOW FOR 1" BOTTOM R.O.@ EACH SIDE project#: 1207....................................... 1 Q 20 21 22 drawn by: mjf A 17 1 g ...checked ay......................1Pti..__............_.......................... copyright cdg 2013 WINDOW SCHEDULE AND TYPES A6 . 02 1 2 3 4 5 I 1 2 3 4 5 ALLOW FOR 3/4" R.O. @ TOP AND BOTTOM 12'-4 W - - ------ - - ------- I ;;SPANDREL " S PAN D R E NN _NSPANDREL ALLOW FOR 1" R.O. @ EACH SIDE N I o LL I UNIT DEPTH FROM p I I EXTERIOR GLAZING TO 04 co I j REAR OF VERTICAL POST IS .r N 81/2"-BOTTOM AND TOP EXTERIOR GLAZING TO I OL UNIT DEPTH FROM �--+ m "� 8 N HORIZONTAL POSTS ARE ALLOW FOR 3/4"R.O. REAR OF VERTICAL POST IS V L y o I ' 1 1/16"SMALLER IN DEPTH @ EACH SIDE,TOP AND 81/2"-BOTTOM AND TOP N Co C CO a CO VINYL INTERIOR ALLOW FOR 3/4"R.O. FIN FLOOR j N o Z,-8 BOTTOM 11'-10 112° HORIZONTAL POSTS ARE �""� N .� .� 0 C g 0'5 �R ALUM EXTERIOR ,� :, „', _ 1/16"SMALLER IN DEPTH � r c �� II EACH SIDE,TOP AND 1 II �, : I a o N aU 0) ° BOTTOM SPANDREL ' 2-7 1/2 L SPANDREL �"� a� ° `� SPANDRE I I N L � � cn��. a�•� I ` I ALLOW FOR 3/4"R.O. Cu .— I ; I N 51-0° @ EACH SIDE,TOP AND BOTTOM — ALLOW FOR 3/4"R.O. WHITE LAYER -911 ,f t ' N I I = TOP AND BOTTOM LLJ miL v i .p00R REFER DOOR TO ' O - _ - - IL I I Q- - o SCHEDULE I I Q �, J O ; CD O WHITE SAVER; - I - ALLOW FOR 1 R.O. I a� i ► Q I I ; EACH SIDE % ~ n II wam' mp _ MATCH MATCH J J uDOOR DOOR ye 1 rn °= U U :.'WIDTH S ::WHITE LAYER c � � .— `'WIDTHS I I , U , U U t I I t0— IN cv p cV IN O I I cV p N p `� O / I UNIT"T" UNIT"T" FIN FLOOR I I r t` i- I „ I c - - - - - - - _ _ ALLOW FOR 1" u 1 n UNIT DEPTH FROM QUA 3'-611 41-011 41-011 41-011 3'-611 QUA ° R.O. @ EACH SIDE EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL 1-6 3-0 EXTERIOR GLAZING TO ALLOW FOR 3/4"R.O. @ TOP AND BOTTOM ALLOW FO 3/4"R.O. REAR OF VERTICAL POST IS @ EACH SIDE,TOP AND HORIZONTAL OSTS ARE 23 24 25 26 BOTTOM 27 2$ 1/16"SMALLER IN DEPTH 29 C P UNIT DEPTH FROM EXTERIOR GLAZING TO REAR OF VERTICAL POST IS 81/2"- ALLOW FOR 3/4"R.O. BOTTOM AND TOP HORIZONTAL POSTS TOP AND BOTTOM ARE 1/16"SMALLER IN DEPTH REFER TO REFER TO .. ALLOW FOR 3/4"R.O. DOOR DOOR @ EACH SIDE,TOP AND SCHEDULE 14'-11 3/41' SCHEDULE 18'-4 1/211 BOTTOM 71_811 a� r.• ———————————————— ————;:1 ALLOW FOR 314"R.O. DOORDOOR BOTTOM ACSIDE,TOP AND f f k O O p I � � i N k f ` I rn rn rn N r I ' W Z M I, \� ��( = Q �/V k f I LLQ O W 0 FIN FLOOR _ ' t- t- 0 �/ Q Q LL wO � U3 EQUAL 31-011 41-011 31-011 EQUAL ITI In In 1 '0EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL u- W Q Q Lu Lu ALLOW FOR 1" � Z Y m m 30 31 R.O. @EACH SIDE 32 W Q � H O O O z z z Q g Q � 100% PERMIT DOCUMENTS 09.20.13 ° e• ®• I I i � I ...................................................................................................... I I I .............................g.g......,,.,,,,,,.....,,....,...................................................... I ...................................................�......................................----............... i i 0 .............................` .................................................... ° 1 date € description i project#: 1207 A drawn by: .............................mjf..........................._............., I - checked by: j p b _.._ ._......._........................_._................._.__. copyright cdg 2013 I WINDOW Fr TYPES A 6 . 03 1 2 _ 3 4 5 I j 2Milli" 3 4 5 j 1 X PLATE- REFER C LANDSCAPE FABRIC � 0 STRUCTURAL � I �� 3/ II EXTEND EXTERIOR FACE OF 2X4 PT WOOD FURRING LINE OF EXTERIOR FACE OF 6 1/411 WAGNER COMPANIES DRY STRUCTURAL INSULATED STRIPS @ 1'-4"OC SIP WALL SYSTEM GLAZE 1/2" GLASS RAILING PANEL SYSTEM W/SATIN STAINLESS LANDSCAPE FABRIC � a a U- CHANNEL TOP RAIL AND 316 GRADE STAINLESS b a 3/811-TYP. PVC INSERT STEEL CONT. CONCEALED ------------°_______ CONT 1l� PT PLYWD RESYSTA DECKING SYSTEM - RESYSTA DECKING SYSTEM - 2X4 PT WOOD FURRING " GUTTER SYSTEM `� a , a g RES010612 STRIPS @ 1'-4" OC _ I PLATE PROFILE PROFILE RES010612 , , d LIQUID APPLIED ROOF 2X PT WOOD DECK JOISTS @ I , WATERPROOFING SYSTEM _ 1'-4"OC- REFER TO 2X PT WOOD SLEEPER as ° a° STRUCTURAL SYSTEM = ': , 1"IN RM � •. ° INSULATED CONCRETE FO RESYSTA CLADDING SYSTEM ' ._. � � � FLOOR SYSTEM - REFER TO - PROFILE RES010612 I STRUCTURAL o N II =3 Cc4q 121/4"STRUCTURAL 00 2X4 WOOD FRAMING @ 2'-0" OC �o LANDSCAPE FABRIC INSULATED ROOF PANEL RESYSTA CONCEALED CLIP ' O L L o GO r-N RESYSTA CONCEALED CLIP. I _ ; 1/2" PLYWD SHEATHING 4--r O .��. RTO RE ING SYSTEM STEN AND S CREW FA r– CONCEALED CLIP 2X PT WOOD DECK JOISTS AND SCREW FASTENINGI .— -- � m o Y TA CONC o– RES Si � n I >N t o S C RTO SYSTEM STRUCTURAL SYSTEM � vp��* D SCREW FASTENING 1 -4 0 REFER SI N V AN //�� I W p m V o C w. R T L �.-+ � T UC URA S I LIQUID APPLIED �, Y oc c SYSTEM .. RESYSTA CLADDING SYSTEM I I o WATERPROOFING SYSTEM S RESYSTA CLADDING SYSTEM -- -- - PROFILE RES010612 ---- -------- 2X CONT PT WOOD BLOCKING I cV I - PROFILE RES010612 @ RAILING SYSTEM - REFER SUSPENDED METAL • CONT 2X8 PLATE-REFER TO STRUCTURAL I ' , TO STRUCTURAL FURRING CHANNEL SYSTEM 2X4 PT WOOD FURRING I OUTLINE OF SLOPING ROOF 8114" STRUCTURAL INSULATED 1/2" DRYWALL CEILING 3/8 TYP. STRIPS @ 1'-4"OC I WALL PANEL SYSTEM - REFER 2X4 PT WOOD FURRING SIP BEYOND TO STRUCTURAL SYSTEM @ RESYSTA CLADDING SYSTEM STRIPS 1 -4 OCQ �q LIQUID APPLIED 316 GRADE STAINLESS - PROFILE RES010612 a N WATERPROOFING SYSTEM STEEL DOWNSPOUT � EB A- LOWER ROOF DETAIL RESYSTA WALL AND SOFFIT DETAILRE YSTA WALL AN DE K DETAILSALL AND D CYTAW 0RES Sc4 C1 1 112" = 1'-0" (TYPICAL @ WALKABLE ROOF) C3 1 1/2" = 1'-0" (TYPICAL @ ROOF UNDER WALKABLE DECK) 1 1/2" = 1'-0" (TYPICAL @RESYSTA WALL AND CANTILEVERED AREA) " ° Q ------------------------------��----- ---------- C -----a-- C 57 11 INSULATED SYSTEM REFER ONCRETE TO STRUCTURAL CONT 2X8 TO STRUCTURAL FLASHING SMOOTH STUCCO SYSTEM 1/2" DRYWALL SYSTEM FLASHING AS REQ'D 316 GRADE STAINLESS 2X4 WOOD FRAMING @ 2'-0" OC ° ° •° METAL LATH � FRY REGLET"J" MOLDING STEEL CONT. CAP FLASHING LIQUID APPLIED 9 1/811 LIQUID APPLIED ROOF 2X4 PT WOOD FURRING a WATERPROOFING SYSTEM a WD BLOCKING WATERPROOFING SYSTEM STRIPS @ 1'-4" OC a FLOOR SYSTEM REFER TO ORM DRIP PLASTER STOP ° 1/2" PLYWD SHEATHING STRUCTURAL -VINYL CORP D-6678 a 81/4"STRUCTURAL INSULATED LIQUID APPLIED 4 ROOF PANEL SYSTEM- REFER WATERPROOFING SYSTEM ° 11" INSULATED CONCRETE FORM WALL ° � - TO STRUCTURAL ° SYSTEM - REFER TO STRUCTURAL - =----- -------------- --- 4 -------------- -- °° ° . . as PLASTER STOP- VINYL CORP 6678L c+� d N SUSPENDED METAL / // // / ° ' ° SMOOTH STUCCO SYSTEM Z N ' RESYSTA CLADDING SYSTEM \\ \\ \\ I °. � ° • WD SPLINE AR REQ'D- REFER W _ ch FURRING CHANNEL SYSTEM /\ \ \ ° ° METAL LATH - PROFILE RES010612 APPROX GRADE /�/ / / I / TO STRUCTURAL z W ry ? o \//\\//\\/ i ° r i LIQUID APPLIED Z Z W LANDSCAPE FABRIC 112" DRYWALL CEILING ;//\// . --® --®---� / WATERPROOFING SYSTEM 81/4"STRUCTURAL INSULATED W W 0 w 0 PLASTER STOP- SYSTEM \\/\\ ° //\\/ WALL PANEL SYSTEM - REFER O Q Q U VINYL CORP 6678E `�/i// / , � TO STRUCTURAL 1/2 DRYWALL SYSTEM \/�\/�\��\��\/�\�\\�\\� W 0 V U SMOOTH STUCCO SYSTEM LIQUID APPLIED CONT CONCRETE FOOTING- WILL W� Q Q METAL LATH WATERPROOFING SYSTEM REFER TO STRUCTURAL Z Y Cn m W Qo � � B W z z Z i RESYSTA SOFFIT AND STUCCO WALL DETAIL STUCCO WALL DETAIL STUCCO WALL PARAPET DETAIL Q B1 TYPICAL CANTILEVERED AREAS) B3 1 1/2" = 1'-0" (TYPICAL @ STUCCO WALL AND GRADE) 64 1 1/2" = 1'-0" (TYPICAL @ STUCCO WALL AND HIGHEST ROOF SIDE) a 16" INSULATED CONCRETE FORM 100% PERMIT FLOOR LIQUID APPLIED STRUCTURAL SYSTEM -REFER TO ' DOCUMENTS WATERPROOFING SYSTEM SMOOTH STUCCO SYSTEM ° 81/4"STRUCTURAL INSULATED ° a v ° ° ° 09. 0.1 DRIP PLASTER STOP I 11 2X4 WOOD ° -VINYL CORP D-6678 ' " 1 -� 1/2 WALL PANEL SYSTEM - REFER FRAMING @ 2'-0" OC � � a METAL LATH 2X4 WOOD FRAMING @ 2-0 OC TO STRUCTURAL �. ° FLASHING AS REQ'D :... .. : :.. .. .,: • . .:• a° .................. LIQUID APPLIED ROOF 81/4" STRUCTURAL INSULATED 11" INSULATED CONCRETE - ---- ----------- WATERPROOFING SYSTEM WALL PANEL SYSTEM - REFER 1/2" DRYWALL SYSTEM 2X4 PT WOOD FURRING FORM WALL SYSTEM -REFER TO STRIPS 1'-4"OC ° STRUCTURAL _.._.................... _.__._..................._..............._.. TO STRUCTURAL @ a 101/4" STRUCTURAL INSULATED RESYSTA CONCEALED CLIP : : 1/2" PLYWD SHEATHING ' ROOF PANEL SYSTEM - REFER ............................................................................................................... AND SCREW FASTENING TO STRUCTURAL = ° SUSPENDED METAL ° ............................. ................................................................................ it SYSTEM FURRING CHANNEL SYSTEM • RESYSTA CLADDING SYSTEM _.................__. ...................... - PROFILE RES010612- r : date description PLACEMENT OF SYSTEM IS SUSPENDED METAL TO LINE UP WITH THE N FRY REGLET"J" MOLDING LIQUID SYSTEM DRYWALL CEILING FURRING CHANNEL SYSTEM EXTERIOR CLADDING SYSTEM project#: 1207 16" INSULATED CONCRETE FORM ........_.............._....... 1/2 PLYWD- PTD BLACK FLOOR SYSTEM- REFER TO RESYSTA CLADDING SYSTEM drawn by: mjf " WD SPLINE AR REQ'D- REFER �, TO STRUCTURAL 1/2" DRYWALL CEILING STRUCTURAL - PROFILE RES010612 ° 'Cochecked by: jpb SYSTEM LANDSCAPE FABRIC 1/2"DRYWALL SYSTEM __..........................._.__..........._.._..................................... 1/2" DRYWALL SYSTEM copyright cdg 2013 PLASTER STOP- VINYL CORP 6678L 2X4 WOOD FRAMING @ 2'-0" OC scale: as noted - SMOOTH STUCCO SYSTEM LIQUID APPLIED METAL LATH WATERPROOFING SYSTEM LARGE SCALE INTERIOR RESYSTA WALL DETAIL RESYSTA SOFFIT AND STUCCO WALL DETAILDETAILS LOWER ROOF DETAILA4 (TYPICAL @ STUCCO WALL AND HIGHEST ROOF SIDE) A3 1 1/2" = 1'-0" (TYPICAL @ RESYSTA WALL @ LIVING ROOM) 1 1/2" = 1'-0" (TYPICAL POOL CEILING) A 9 , 01 1 2 3 4 5 2 3 4 5 C CL 3 22 11" INSULATED CONCRETE FORM WALL CONT 2X6 PLATE - REFER SYSTEM- REFER TO STRUCTURAL TO STRUCTURAL 316 GRADE STAINLESS SMOOTH STUCCO SYSTEM 1/2" DRYWALL SYSTEM STEEL CONT. CAP FLASHING METAL LATH ° FRY REGLET"J" MOLDING 2X6 WOOD FRAMING @ 1'4"OC WD BLOCKING LIQUID APPLIED 4 1/2" PLYWD SHEATHING t WATERPROOFING SYSTEM ° CONT 2X8 PLATE- REFER DRIP PLASTER STOP a FLASHING AS REQ'D TO STRUCTURAL -VINYL CORP D-6678 • A PLASTER STOP- 2X4 WOOD FRAMING @ 1'-4"OC ' — i...._..- VINYL CORP 6678L --- N ° .. ------ -9___--__-.-- 1/2" PLYWD SHEATHING N N � -- 4 LIQUID APPLIED ROOF N o -1--- =---�---� =3 .. O 4 X ,° ° �, WATERPROOFING SYSTEM SMOOTH STUCCO SYSTEM �-+ MN 8 N RESYSTA DECKING SYSTEM - °i i i ° i EXTEND EXTERIOR FACE OF c ' PROFILE RES010612 , � , a �. �- ' a 81/4" STRUCTURAL STRUCTURAL INSULATED METAL LATH }, O .L c—N8 ° PANEL � C O > 2X PT JOISTS @ A'-4"OC- ; ° . ° 4 ; °° INSULATED ROOF PANEL 2X4 WOOD FRAMING 1'-4" OC V y"t.y REFER TO STRUCTURAL a ; ° . SYSTEM - REFER TQ` @ LIQUID APPLIED L g o _ 2X PT LEDGER- REFER TO ° STRUCTURAL CONT 2X4 PLATE- REFER WATERPROOFING SYSTEM ° ° ® ® . TO STRUCTURAL y .. ----a------- — ° CONT 2X8 PLATE - REFER STRUCTURAL °-. ° / , DRIP SCREED REVEAL- /� TO STRUCTURAL SMOOTH STUCCO SYSTEM a / \ VINYL CORP DCS78-50 \ IL 81/4"STRUCTURAL INSULATED METAL LATH �N CONT CONCRETE FOOTING- WALL PANEL SYSTEM - REFER !*amci REFER TO STRUCTURALTO STRUCTURALAPPLIEDLIQUIDWATERPROOFING SYSTEM ai E_Q CC STUCCO WALL DETAIL ROOF AND STUCCO WALL DETAIL STUCCO WALL AND SOFFIT DETAIL RESYSTA DECK AND O C111/2" = 1'-0" TYPICAL @POOL DECK) C3 1 112" = 1'-0" (TYPICAL @PARAPET @LOWER END OF ROOF) C4 1 1/2" = 1'-0" (TYPICAL @ OVERHANG OF THIRD FLOOR) 316 GRADE STAINLESS cv STEEL CONT. CAP FLASHING PORCELAIN TILE FACADE CLADDING SYSTEM ON i C WD BLOCKING MORTAR _ ;�. 1/4"CEMENT BACKER 81/4"STRUCTURAL INSULATED 11" INSULATED CONCRETE ; ; BOARD 7 WALL PANEL SYSTEM - REFER �v FORM WALL SYSTEM - REFER TO ° LIQUID APPLIED WATERPROOFING TO STRUCTURAL 9 INSULATED CONCRETE FORM BEAM PLASTER STOP- STRUCTURAL ® 4 \X� SYSTEM I /� SYSTEM - REFER TO STRUCTURAL a i i 2-0 FLOOR TRUSS SYSTEM - , ° VINYL CORP 6678E SUSPENDED METALPLASTER STOP - REFER TO STRUCTURAL SMOOTH STUCCO SYSTEM FURRING CHANNEL SYSTEM VINYL CORP 6678L 2X4 WOOD FRAMING @ 1'-4"OC 1/2" PLYWD SHEATHING L 1/2" DRYWALL CEILING 0 ; ; PLASTER STOP- ° N METAL LATH SYSTEM VINYL CORP 6678L 4: SMOOTH STUCCO SYSTEM LIQUID APPLIED , i i r 1/2 DRYWALL CEILING DRIP SCREED REVEAL- ° ' WATERPROOFING SYSTEM 112" DRYWALL SYSTEM ° o. SYSTEM METAL LATH VINYL CARP DCS78-50 LIQUID APPLIED �_�� DRIP SCREED REVEAL- M 1/2" DRYWALL SYSTEM WATERPROOFING SYSTEM VINYL CORP DCS78- CN 50 W Z LIQUID APPLIED WATERPROOFING PLASTER STOP- W� � VINYL CORP 6678L Z _ a U w 0 _ SYSTEM PORCELAIN TILE FACADE Q W 0 > O CLADDING SYSTEM ON -I Q Q LL MORTAR W 0 My U 3 1/4 CEMENT BACKER �,LL W w l BOARD Z Y m m - ZQ 0 00 W STUCCO SOFFIT DETAIL STUCCO BEAM DETAIL STUCCO AND TILE WALL INTERSECTION Z Z Z LE WALL ANDg4 Q � B1 1 1/2" = 1'-0" (TYPICAL @ OVERHANG OF THIRD FLOOR) B3 1 1/2" = 1'-0" (TYPICAL @ SIDE STAIR) 1 1/2" = 1'-0" (TYPICAL @ SOUTH WALL) WAGNER COMPANIES DRY WAGNER COMPANIES DRY GLAZE 1/2" GLASS RAILING il_ li GLAZE 1/2"GLASS RAILING SYSTEM W/SATIN STAINLESS 3/16 TYP, 6 1/4 SYSTEM W/SATIN STAINLESS 5/8 i U-CHANNEL TOP RAIL AND 100% PERMIT RESYSTA DECKING SYSTEM - U- CHANNEL TOP RAIL AND PVC INSERT DOCUMENTS CONT 2X8 PLATE- REFER TO STRUCTURAL PROFILE RES010617 PVC INSERT RESYSTA DECKING SYSTEM - ' PLASTER STOP- PROFILE RES010612 09.20.13 ' 316 GRADE STAINLESS 2X4 PT WOOD FURRING VINYL CORP 6678E STRIPS @ 1'-4" OC 2X PT WOOD SLEEPER STEEL CONT. CAP FLASHING FLASHING AS Ill SYSTEM WD SPLINE AR REQ'D - REFER SMOOTH STUCCO SYSTEM TOSTRUCTURAL _......_...... ! ........................................................................... j 1X2 WD BLOCKING LIQUID APPLIED ROOF r. LIQUID APPLIED ROOF METALLATH ° ...............__._.......�..................._....._....-----..--------................................. 8114" STRUCTURAL INSULATED WATERPROOFING SYSTEM LANDSCAPE FABRIC WATERPROOFING SYSTEM /;57 ®N a-- ---_�° , -- -- — EL SYSTEM - REFER .......................I................................_........_._...._._.._. ..... WALL PAN S RESYSTA CONCEALED CLIP I ® 4 ® 1.4-- TO STRUCTURAL 101/4" STRUCTURAL INSULATED LIQUID APPLIED , °; ° ................................................................................. AND SCREW FASTENING ° : 10114"STRUCTURAL INSULATED SYSTEM ROOF PANEL SYSTEM - REFER WATERPROOFING SYSTEM ° ' ROOF PANEL SYSTEM - REFER TO STRUCTURAL = a ° ' 16" INSULATED CONCRETE TO STRUCTURAL ° a ° ' FORM FLOOR SYSTEM _................._......._....._ ' ' ---- ' i _____® _ r® ________ ®" REFER date ; description 2X WOOD FRAMING CUT WITH ROOF i 9ii ° 5° 1/2 a' °� 316 GRADE STAINLESS , RESYSTA CLADDING SYSTEM � � '�. SLOPE @ 1'-4" OC STEEL CONT. CONCEALED - PROFILE RES010612 PLASTER STOP- ' ' d ' PORCELAIN TILE FACADE 1/2" PLYWD SHEATHING i GUTTER SYSTEM project#: 120 VINYL CORP 6678L ; ° 4 . ° °1 a @ y....-...................... I' CLADDING SYSTEM ON .: ...................................................... ° b . a 2X4 WOOD FRAMING drawn by: mjf A MORTAR 2X4 PT WOOD FURRING 2X4 PT WOOD FURRING '. ' WD SPLINE AR REQ'D- REFER STRIPS 1'-4" OC i��° ®,i- °__I�®- 4 I 2X4 PT WOOD FURRING checked by: jpb ----- 1/4"CEMENT BACKER STRIPS @ 1 -4 OC @ --------. ------ --. --------� ...................................................... TO STRUCTURAL -�. STRIPS @ 1'4"OC copyright cdg 2013 BOARD 81/4" STRUCTURAL INSULATED LIQUID APPLIED LIQUID APPLIED WATERPROOFING WALL PANEL SYSTEM - REFER SYSTEM TO STRUCTURAL RESYSTA CLADDING SYSTEM 1X4 PT WOOD FURRING 21_211 WATERPROOFING SYSTEM -PROFILE RES010612 STRIPS @ 1'-4"OC 1/2" PL scale: as noted CONT 2X8 PLATE- REFER RESYSTA CLADDING SYSTEM TO STRUCTURAL -PROFILE RES010612 IEE WALL DETAIL RESYSTA DECK AND OVERHANG RESYSTA BALCONY AND OVERHANG LARGE SCALE R00 F AN D T A4 DETAILS Al 1 1/2" = 1'-0" (TYPICAL @ AT SLOPING ROOF ABOVE LIVING AREA) A3 1 1/2" = 1'-0" (TYPICAL @ WALKABLE ROOF AND BALCONY CEILING) 1 1/2" = 1'-0" (TYPICAL @ SECOND FLOOR BALCONY AND POOL CEILING) A9 , 02 . 2 3 4 5 4 C CL5 1 2 3 LINE OF EXTERIOR FACE OF 3 11-2 3/4'i SIP WALL SYSTEM .C)O 10 3/411 LIQUID APPLIED ROOF WATERPROOFING SYSTEM 316 GRADE STAINLESS LVL BEAM - REFER TO I LIQUID APPLIED ROOF N STEEL CONT. CAP FLASHING STRUCTURAL WATERPROOFING SYSTEM 101/4" STRUCTURAL INSULATED — ROOF PANEL SYSTEM -REFER 2X4 WOOD FRAMING @ 10114" STRUCTURAL INSULATED ------°-------- ROOF PANEL SYSTEM- REFER TO STRUCTURAL TO STRUCTURAL r 112" PLYWD SHEATHING RESYSTA DECKING SYSTEM - d LIQUID APPLIED _ PROFILE RES010612 ° ;d 1X2 WD BLOCKING WATERPROOFING SYSTEM FLASHING AS AS REQ'D ' 16" INSULATED CONCRETE 112 PLYWD SHEATHING WD SPLINE AR REQ'D - REFER d 4< ' FORM FLOOR SYSTEM - LIQUID APPLIED ROOF _� TO STRUCTURAL N D a REFER TO STRUCTURAL WD SPLINE AR REQ'D- REFER PORCELAIN TILE FACADE WATERPROOFING SYSTEM N rc I TO STRUCTURAL CLADDING SYSTEM ON CONT 2X WD BLOCKING M �N 2X4 WOOD FRAMING @ ° 11_611 ; MORTAR 10114"STRUCTURAL INSULATED 2'-0" OC I CEMENT BACKER ROOF PANEL SYSTEM - REFER N 4 C 112" PLYWD SHEATHING � i � ¢g�N ° ° a I 2X4 WOOD FRAMING @ 11 TO STRUCTURAL _ _ I _ �_ 11 BOARD _ __ 2 0 OC _ _ rQQ I&L--------- ----- — c C4 c Q I RESYSTA CONCEALED CLIP -� � � L o_N $ R � o� �NU�* G - LIQUID APPLIED WATERPROOFING LIQUID APPLIED ,� 8 N � AND SCREW FASTENING 2X4 PT WOOD FURRING SYSTEM TEM STRIPS @ 1'-4" OC WATERPROOFING SYSTEM � ` � I SYS (� .� C.5 - 2X12 WD FRAMING @ 1'-4"OC 114"CEMENT BACKER BOARD LIQUID APPLIED 11 1/411 WATERPROOFING SYSTEM PORCELAIN TILE FACADE „ SHEATHING I CLADDING SYSTEM ON RESYSTA CLADDING SYSTEM 1/2 PLYWD SHEATHING 1/2 PLYWD � I MORTAR j -PROFILE RES010612 LIQUID APPLIED 2X4 WOOD FRAMING @OFING SYSTEM 2'-0"OC WATERPRO FRAMED PARAPET AND WINDOW L ETAI 8RESYSTA CEILINGC4 TYPICAL DOUBLE HEIGHT WINDOW AND OVERHANG) RESYSTA CEILING DETAIL c3 TYPICAL POOL CEILING) 1 1/2" = 1'-0" c @Rl— C1 „ _ (TYPICAL @POOL CEILING) 1 112" = 1'-0" ( °� 11/2 — 1 -0 LINE OF EXTERIOR FACE OF SIP WALL SYSTEM WAGNER COMPANIES DRY NG- GLAZE 112" GLASS RAILING 5" 2X PT WOOD SLEEPER WD FLOORI REFER TO FIN SYSTEM W/SATIN STAINLESS SCHED U-CHANNEL TOP RAIL AND n TO SHEASYSTEM THING OC-EXTEND PVC INSERT 4 314 T&G PLYWOOD 2X WOOD FLOOR JOISTS- RESYSTA DECKING SYSTEM - PLASTER STOP - REFER TO STRUCTURAL PROFILE RES010612 VINYL CORP 6678E C 316 GRADE STAINLESS STEEL CONT. CONCEALED 797 Tz CL GUTTER SYSTEM 112" PLYWD SHEATHING 17T LANDSCAPE FABRIC 31-7 1/411 11 1/4" UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD N IMPACT WINDOW SYSTEM 81/4" STRUCTURAL I INSULATED ROOF/DECK t PANEL SYSTEM -REFER TO STRUCTURAL I LVL BEAM -REFER TOco a I I STRUCTURAL I N W Z M 2X4 WOOD FRAMING @ V W 0 2'-0" OC I CEILING I 1/2 DRYWALL 2X4 WOOD FRAMING @ 2'-0"OC z W �O wo SYSTEM `'" 0 W Q� Q U 112 DRYWALL CEILING W 0 V U SYSTEM U_ LV�, WALKWAY DETAIL I I MASTER BEDROOM Z_ m C B1 1 1/2" = 1'-0° (TYPICAL @WALKWAY TO ) Q Y � co MASTER BEDROOM BALCONY DETAIL W Z Z B4 11/211 = 1'-0" (TYPICAL @ SIP ROOF AND RESYSTA DECK) Z Q B Q RESYSTA DECKING SYSTEM - WALK ON TRAY COVER 1 0 100 /o PERMIT PROFILE RES010612 1 5 1- ►� 11-3 1/2'I CONT STAINLESS STEEL DOCUMENTS 2 4 1/2 ANGLE WELDED TO WALK ON 09.20.13 ' TRAY PT 2X8 PRECAST CONCRETE RESYSTA FPS 7020 d- n O ..........................`.--- --.-...--...............................,,........_....,.._._.... CONCRETE CURB `V a N APPRGRADE ,--------4- d .;.... d d' i ___---a=-- WATER LINE ----------- 10. d a . a eIi � =I . ._ ...TANNING SHELF _....._ date description / / 4 4 4"X4" DOWNSPOUT FROM project# 1207 CONCEALED GUTTER ._drawn_by'............................m�f............................................. / SYSTEM @MASTER /\\� PT 2X12 BEDRROM BALCONY ABOVE- checked by: jpb ° d TYPICAL-@ OTHER SIDE OF A \�\\\\\\\\\\\\\\\�\ /\\/\\/ \ ��/�\ / / / / / , / ° POOL COVER copyright cdg 2013 //\//\/ `/ // �_ �� BALCONY 1 7 1/2 ° a scale:as noted 112 PVC DRAINAGE ° d LARGE SCALE CONCEALED DOWNSPOUT DETAIL DETAILS HOUSING DETAILA4 „ _ ,- „ (TYPICAL @ PLAYROOM A211)POOL COVER 1 1/2 — 1 0 Al 11/2„ _ 1 -0„ (TYPICAL @ EASTERN POOL EDGE) _ — � 5 3 4 1 2 1 2 3 4 5 STEP 5:APPLY CAULK - UNDER FLANGES- EXCEPT C 3 FOR THE SILL FLANGE �� ■0 L STEP 6: INSTALL THE WINDOW STEP 9: INSTALL THE HEAD METAL FLASHING INTO THE STEP 7:APPLY EXOAIR DUO - LIQUID APPLIED - MEMBRANE AIRTIGHT WATERPROOFING SYSTEM - BREATHABLE SEAL WITH _ AND APPLY CAULK TO THE STEP 1: APPLY EXOAIR DUO THE MESH TO THE TOP METAL EDGE e MEMBRANE AIRTIGHT EXTERIOR WINDOW FRAME BREATHABLE SEAL WITH ON THE HEAD AND JAMBS THE MESH TO THE - INTERIOR SILL WINDOW STEP 8:APPLY LI ID FRAME EXTEND ONTO THE APPLIED WAT P FING JAMB VERTICALLY 3" EACH SYSTEM R MESH N SIDE MEMB E STEM 40 04 ♦J m M $N STEP 2: APPLY LIQUIDso 60 CD APPLIED WATERPROOFING N o c � N TO THE BUILDING :'= •� g 6 16 L. 0PN ENVELOPE AND THE CN� INTERIOR EDGE OF THE }+ rN o ° WINDOW JAMBS, SILL, AND C 21'"s 3 o - r— c c m 0. HEAD STEP 3: APPLY CAULK AT SILL AND AND HEAD CORNERS STEP 4: APPLY IMPREGNATED am COMPRESSED TAPE y SEALANT FROM CORNER TO CORNER ON SILL, JAMBS, AND HEADER WINDOW FLASHING DETAIL -1 WINDOW FLASHING DETAIL -2 WINDOW FLASHING DETAIL -3 C1 1 1/2" = 1'-0" (TYPICAL @ ALL WINDOWS) C2 1 1/2" = 1'-0" (TYPICAL @ ALL WINDOWS) C4 1 1/2" = 1'-0" (TYPICAL @ ALL WINDOWS) LANDSCAPE FABRIC 81/4"STRUCTURAL INSULATED LIQUID APPLIED RESYSTA CONCEALED CLIP WALL PANEL SYSTEM - REFER WATERPROOFING SYSTEM AND SCREW FASTENING TO STRUCTURAL 11" INSULATED CONCRETE 81/4" STRUCTURAL INSULATED 1/4"CEMENT BACKER SYSTEM FORM WALL SYSTEM - REFER TO WALL PANEL SYSTEM - REFER BOARD 81/4"STRUCTURAL INSULATED STRUCTURAL TO STRUCTURAL WALL PANEL SYSTEM - REFER HEADER- REFER TO STRUCTURAL PORCELAIN TILE FACADE TO STRUCTURAL RESYSTA CLADDING SYSTEM LIQUID APPLIED SUSPENDED METAL 2X WD BLOCKING 2'-0" FLOOR TRUSS SYSTEM - ; IMPREGNATED CLADDING SYSTEM ON -PROFILE RES010612 ' WATERPROOFING SYSTEM FURRING CHANNEL SYSTEM ; a IMPREGNATED REFER TO STRUCTURAL COMPRESSED TAPE MORTAR HEADER-REFER TO STRUCTURAL COMPRESSED TAPE SEALANT 2X4 PT WOOD FURRING RO DIMENSION - REFER TO = a SEALANT STRIPS @ 1'-4"OC WINDOW SCHEDULE LIQUID APPLIED � LIQUID APPLIED WATERPROOFING SYSTEM SUSPENDED METAL WATERPROOFING SYSTEM FURRING CHANNEL SYSTEM HEADER- REFER TO STRUCTURAL N Z N cCf)_ 1/2" DRYWALL CEILING 1/2" DRYWALL CEILING /11 PLASTER STOP- PLASTER STOP- RESYSTA TRIM AROUND W W w ¢ SYSTEM PLASTER STOP- SYSTEM VINYL CORP 6678L VINYL CORP 6678L WINDOWS-PROFILE Z W_(3 � � loll 3/4'i VINYL CORP 6678L APPLIED TO BACKER FPS 7020 z IY UNILUX FENSTER AND BOARD 1/2" DRYWALL CEILING ; W WO j O U,N,O, j TUREN ALUMINUM CLAD SYSTEM IW <� = w N DOW T DIMENSION IS FROM WOOD IMPACT WINDOW IMPREGNATED IMPREGNATED U)U)02Y = EXTERIOR GLASS TO FACE SYSTEM ; COMPRESSED TAPE COMPRESSED TAPE W LL W W Q v OF STRUCTURE -TYPICAL SEALANT SEALANT Z— W UNILUX FENSTER AND UNILUX FENSTER AND UNILUX FENSTER AND Z Y c m TUREN ALUMINUM CLAD TUREN ALUMINUM CLAD TUREN ALUMINUM CLAD W Q[] � U B WOOD IMPACT WINDOW WOOD IMPACT WINDOW WOOD IMPACT WINDOW W Z z SYSTEM SYSTEM SYSTEM Z Q WINDOW HEAD DETAIL WINDOW HEAD DETAIL WINDOW HEAD DETAIL WINDOW HEAD DETAIL C &11412 = 1'-0" (TYPICAL @ALL WINDOWS IN ICF AND STUCCO SOFFIT) B2 1 1/2" = 1'-0" (TYPICAL @ALL WINDOWS IN SIP AND STUCCO SOFFIT) B3 1 1/2" = 1'-0" (TYPICAL @ ALL WINDOWS IN SIP AND TILE) B5 11/2 = 1'-0" (TYPICAL @ ALL WINDOWS IN RESYSTA) 100% PERMIT PORCELAIN TILE FACADE RESYSTA CLADDING SYSTEM DOCUMENTS LIQUID APPLIED PLASTER STOP- CLADDING SYSTEM ON - PROFILE RES010612 09.20.13 WATERPROOFING SYSTEM VINYL CORP 6678L MORTAR ° UNILUX FENSTER AND PLASTER STOP- APPLIED TO BACKER 1/4"CEMENT BACKER 2X4 PT WOOD FURRING PLASTER STOP- TUREN ALUMINUM CLAD VINYL CORP 6678E BOARD BOARD STRIPS @ 1'-4" OC WOOD IMPACT WINDOW IMPREGNATED LIQUID APPLIED VINYL CORP 6678E SYSTEM COMPRESSED TAPE SEALANT WATERPROOFING SYSTEM RESYSTA TRIM AROUND WINDOWS - PROFILE LANDSCAPE FABRIC ............................................................................_... 81/4" STRUCTURAL INSULATED FPS 7020 _................_.._.....,'•_:..._................._.._..._.. . _........__............._ LIQUID APPLIED = WATERPROOFING SYSTEM WALL PANEL SYSTEM -REFER LIQUID APPLIED TO STRUCTURAL WATERPROOFING SYSTEM _.__.m.._...;._... ..._. ._._.__._....._....................... _._ - --_-__-- 81/4"STRUCTURAL INSULATED WALL PANEL SYSTEM - REFER ;,.................. ............................................................ IMPREGNATED TO STRUCTURAL COMPRESSED TAPE ts4f ----- ------------ 81/4"STRUCTURAL INSULATED =_ SEALANT _......._ ....._. - WALL PANEL SYSTEM- REFER TO STRUCTURAL date ?description a 2X WD BLOCKING IMPREGNATED 2X8 WD JAMB COMPRESSED TAPE 1/2" DRYWALL SYSTEM IMPREGNATED project#: 1207 UNILUX FENSTER AND 11" INSULATED CONCRETE SEALANT 2X8 WD JAMB TUREN ALUMINUM CLAD FORM WALL SYSTEM - REFER TO 2X8 WD JAMB COMPRESSED TAPE drawn by: mjf` A WOOD IMPACT WINDOW STRUCTURAL " UNILUX FENSTER AND SEALANT 1/2" DRYWALL SYSTEM SYSTEM 1/2" DRYWALL SYSTEM 1/2 DRYWALL SYSTEM TOREN ALUMINUM CLAD `checked`by:..............""jpb"„",,,,"""",,,,,,,"""""”` WOOD IMPACT WINDOW .. FRY REGLET- DRML-100 SYSTEM copyright cdg 2013 scale:as noted WINDOW JAMB DETAIL WINDOW JAMB DETAIL WINDOW JAMB DETAIL WINDOW JAMB DETAIL LARGE SCALE &11412 = 1'-0" (TYPICAL @ALL WINDOWS IN ICF AND STUCCO) A2 1 1/2" = 1'-0" (TYPICAL @ ALL WINDOWS IN SIP AND STUCCO) A3 1 1/2" = 1'-0" (TYPICAL @ ALL WINDOWS IN SIP AND TILE) A5 1 1/2" = 1'-0" (TYPICAL @ALL WINDOWS IN RESYSTA) DETAILS A 9 . 04 ° 1 2 3 4 5 I � I . I I I . I . � : . I . . . . I I . � I I I -_ .1 iiiiiiiiiiiiiii-iiiiiiillillillillillillilliillillillilI 1 ----------- -----------------------------------mnmmmmommmosommomom —---------I 10----m- 2 --- - ------- ---------------- --- - ----- -00m 3 ----------- --- -------------- � -------------------------------------------------------� - ! �------111111111111111� � I I � 1 4 mmxmmm� ----------------------- 5 —,-- — � � ! � i � i : C a i i 1 1 . 3 1 �� i - 0 i I I I I I I I I � 2LO ! I L L I I I I - 1, I I I I. 11 : I I - I "". : I , I , I I . , "I I I I I - I I i I I I I'll I I I 11 .. I I I � I I L I I I I I ,':L�:L.I 1. L ��,, : ::': L LL L I I I I.:. .I I I I I L L I I ,.:::,L LL I�I � I I I I I I I I I I I , L L I I L IL .I I I I i , , : I I I,, I , I I I . : L : L L I, I ".., I I I I .I Z I I I I I I I ! I I I I 11 I L I I I, :,�,�I: L I I I I:,,,,,:: 1"L . L . ,. I I I . ,�I I : I 11 I. .I'LL'..L 1.I.I I I 1.I I :I I : L I I: I I I I I I I I I L I I 11, I I I I 11 L �I. 11 I L L I :L, I .",:: I � I (4 0 1 1 1 1 1 1 ,I L I I I : I L L..� I . I I L L 1, I 1, I I I.I I I . 1, : I I I I L I I 11. I I I ,.1,,I "I I"L . . I I 1, I I 1, .I I: I��,., ��,, I ! I I I I I L L : I I I I I L : :�L L ,��: I I � , I I I ,11 I I ..L.I I I I I I I I ,.'.'L I I I I I I ." I L I I I I I I I I I . I I I I L L . L I I I I I I I I I I I :: I I I I I I '� L I. I I I L � I 1. L I I I I I I" I L: L' I I , I I I . I 1. L : ' ' L , I I I I I L , L I L 1.I L . ' ',,L,'L , I I � , , I : I L I I I I,:.L I I ..I I � I.::L L 1,I: :L. I I I I L L L 11 1, I I I I I I I I I I I, I : V L I : I 1, I ! I I L . . I I I � I .,: I I I I I I , I I L L I I L , I I I I I L , I I L I L I I I I I ,. : L. , I I, I L I i I I I I I I .. I : .�:,: ��, : I �I I I I I I I L L L L,L, . .I.I L I I "I I 1,I I L LL .1, I L L I I I I 11, I I L I I I I I I I I v I I I L I I ,, I 1, I L I L 1. I I I ,., L L L:::'�' I I I I I I I I I I I L I I I I I I I I I I I I L I L I I I � L I I : I L:L I I I I I I I . I I::L ,'L I I, I ,I , I I . I. I I L (D I I I I I L ,I "I I I I I : I I I I I : I L ,.I 1., , I.I I I I I L . I I I I I I I L I : I I I I L L I I. -�.I �L::,L L L . I I I I I I I I � I . I I I I ,I I I .L I I I I I L . I I I I I L I : I I I 1, . 11 ".. L I I I I I L I I I I L' I I I I .I I I I I 1, ., L I I I I I I . L I L ,, L L L I I I I ..1. .I I.I,.I :::L L,. ' L I L I L I L I I 11 I i I I I I I I : L,, I L , I I . I I I I I I .,L. I:I.,.,.., I I - . I 1,I I I L I I L I I ., I L I I I L I 11 I I L'. �1, , : . I I I I L I i I I I I I I I I I .L I I I. L , �,�. I,I , I I .1 I L I I I L I I I I I I . . . I I L I I ,I .,. I . . .. L . I I . I L I I I 'L,'. I I I I I L 'L L I I I : L , L� I IL L I,I, * I I I I I I . � I I I I . I L L . I I I I . I I L I I I I . I L I I I I 11 L ,",.I I ,: � -- I I I I I I . I.1 LL . , ., I I . i L I I I I L .L . I I I I . I I L L L I I L .,.,:, .�:::: - I I I I I , . I I .�.,�:�,, : : I L I �,, I I I I I I 1, I L I I, I I L� I.1 I 1, I, I I I I I . I L . L L I ,., ,,I ��:�]i:::��:::i:�,,"", I I I I I I I I I .'L,I I I L I I I I, I I I I i I I L,�.�,�, , I I - I L L I , I ,I I I I L I I ,,L',,"":.I '::�:��:��::.L,''' : ::]:::�: I I I : I L I I I L. I I . I� L I I: I L I I I I I,I I I I I I I I I I I L . I LLL 11 I I I . I. I I I I I I I I I ._ I I I I I I I I. .,:�I,I......L�LL L 'LL I I I . L I : L � I I I I "I'll, - ,- . L I I I , I L I .,.I I V,.." I I I I I ,�,��,I ,,, I 11 I I .... .I L I I I L I I I L I. . L I I . . L I I., LL , :L��!:�L:��:��:��:�',, I I .I I I I I , I�,�1, I , I I I I I I I I.......I. L , :.1� I , , I I I L : . ..,��, I L L L'L I I I I'll I,�� -�,�::.,. 1,. I I I I I. I .L I I I I I I I I I L. I I 11 I I I I L I I I I I......�I' I I .1 I I 1,,I I L L LL I I I I ,I I I I ,I - I I-�i:�,,§��, I I I I I I : .I I I I I I I.I I I I I I , :,'':�,�'',,L I. L I I I I I I , ',',L, , :1: I I, I I I L I .'L' ... L I 1, I :::. L I I ,�,z�,,,,:,-,-- L�.,-.,:-.,�,,iii,:::,..:,, I I. - L I I, I I . . I .,�.I I,I L L I.I I I......I.... �,,��!�:�:L L, . 1 I I L I I.L I L : I L L I I I I I L L .,11 ,: L L . L .�,� - I L I I I v I L I I ,:::, I I . I I I L I I I I. 11 11 L I ' I L L : I I........... L I I L � I I . , �I,'�'@' �.,,:,.,,"'�'L. I L I I ., I L.L L I . .1.........".1"', I I I 1, I . I 1,I I I 1. � I I. ,�--,�'- '- L. . I I I . I I I L . 'L....... . I I I I I I I I L . I - L L L''L' I I . L I LL � ,. ,-, : ,, �,,,�� L,,�,,-,,� I. I I L L .11 I I I I I I I I _....L L L L'LL I I L ; I- L L I I I ---1-1 I . I, - I ... 11 I I I I ." I: 11 I L L"""","' I I I I 1 4 1 ,11-1-1-1 ,L,L,�.�,��.�.,.:i�:. I .. :,,,, L I I L L .. .. I I I I I I I I I I I I I . I I I I I I,,.�",11 . I . � . � I L I I I I I L I I I I L L :: ,,:L L 'I I I L� I I I I I I, I � I . .�.....%%-', I -, L " I I I 1,.1,,I I I I I I . 11.� I I � I I _, ::: I, I I I L L . I I " L L I L �,-,,,:, . I I ,..,��v, I :,::...... I ,I,I I I I L :� . . I I I I ., 11 ,:,::,,, I I . ,I - ...'L I I I, I .. ,,:�. ,,, I . I I - I.I I , : I I I L I I . L I"".I I I .. . I 11 , I, .,a*.- L . . L I .11 I 1,1.I 11 L'.'. I 'L I L I L I I I 11 .�.,.�.i��.ii f' L " I I . L L � :: I I I I I I I. I I. ."..'......",I L:., I I I I . I .I I I � I ,L',,,,'" .. 11 ,,.-:� LL . 1. 11��,,\\,,-. I ,� I . I I I I . I . I .,.I,.�:.: I:::::,L,,L L' L I LL.. I 11 ,-,*::�:�� I','.'.'.'.'.','''.L.''.'..., L�..��j:'�L� I I I I .I I I I I I I I I I I I I ,�. ...",I I I I L ., L -:I.,-�� I I . I I I I...I . :� L.I I I L I I . . I I.. I I I I I .....11. .... I I I ,... ,... I I L I I , ...... . 1,1�r" 'L.L L .... 11�1 I L L '::: ,.1::1 1:1,",. .L'LLLLLLL LL L I I I * ..-- :''','L .L.LL L �:::� ::::::::L:. I , I I L I .L L, , ':�,��:��:�:]�:�I I I I I I I I I I I I. 11 �L L L ,I I I .'L L I I . .L , �L��L:�,:, I I 1:, I I .I .�,,V.�:......... , L 11 I L , I I L L L L. L . , I I I L L L L L L I L I "., I I , ......' , , I .L LL L I 11 , I I,:,L,L L,L ,,,j:,:i.:..:...:.:,:X'! L L I I , �L L L, �, L I I I I I L I I L !1�1�11�:�]�:� '.L L I I ,1, I. L L: L L L . .L L I I I I I I I L I I�','L LL L L L �,,:�:�, 1, 1 L � -- L I , L I ,., I I,..I L L L:L I I..I I I I I I I ..,�LL I,I�','LL L L L L I ,y,�, I � I , ,- . I I I I L I I , L L''LL ,- 11 I . -��.,M>� �-14 L 1, I I I :: , 4,,: �I:, :i:::�:�$i:�:::;:�:: L L ...-,i�1 �:],:::****::1::�.,. ,I I I I I I I I I I . I I ,, � . ,,:�:�:-`i�., 0&11\,,1,q . ,.,, , ,.:: I,I,.I,I I I, I , I I I L I I ,, I. I L I. L .. ::LLL::L::::::,�:,,: , . ,,I...I.I I I ��:��:��j!�:�::�L::;,�:�:��,:�.:,L I I I,I L L I .......... I I :�. L L L I ,,..�,: I I 1,I I . L L L -ii:iiKH .;��- I I I',.L -.1,,*.�� , , .. I I I.. I. I I I..I.I. L L L L L L L I �i:�i§ �, I,I I L L,L.., L.. L:I I��: I L L - I.I I I I I I I I � I I . I I .1. L::L' ;I I" I,I . L L LLLL:::L L L':',:,,::�::,,.L::,:�:�::L.LL�LL::: � 1) . !�i��i��-,i!. ::::�::,�:: I I , 1, L L .i..,,? "L" I .i .: �:;:.::L' � I I ,I I L I I I ?I I 'LL::::�L::I ,I I L:L�L LL.LL . , ...L ,L ':', I I I I L L L ''L'L L , L :,: L'L L L .,... 'L'L':L ft, I I I I I ',''LL,L L L . I -, I I , LL L ,::: :,� :,:, I L I I. 11 11 ,:L I I I I I I I I I I I I I I I I I I L . I....... .. , I I I I L I � : ....� .1.,,,, -. - — ','.'.L 'L.11 . I I I I I I I L LLLL I I L I I L . I L I L I I I � :: � ��i: ��,,, L I I � I .. LL. I I.I I I I I I 1.. I L I L .... L'' ,I ,- L I 1. 1.�,:I I I 1,-I I I : 1, :::LL�L:: :::::�i��:��:� , . L L I : L LLL I z� :L . � �L LL�LL iLL I I . .'...'LL L �,, L L LL:'��j�:,,:,� I L I : L'.L L I I,I,I .I L L L L:LL I � 'L' - L: I I —.... I L I ,I I 'LLL L � .....I ,� L , ..., ,, ,,,, ::L ::,�: I a) � I I I . ::, I�,: I I,I �L I, ,. I . ., I L L I', .,:�:��]]��:�:::i::��:::,.:�,:�:]]::,::]: ,'::,:::L I I I I L I I I I I I I L : I::: �L L' I I: ,I I I I I I I I I . 1, - I i- N I ., .I", ll . i�,�:;i�;�:�:�:L:L��L� : ,I.:.. .. L I .1 .I 1, ... L�L,L I L :��L��:LLL:L::L�:�i�:�'::: :��:�j�L�:::�........L :� 0 . . :1 I,I .�I I I I : I ,I,I I... , , LL I...'...'..."I , , I ......I I ..I , I ,. , z I . ,....I I.::",I I:1,;;.�':.':.::,,�,I:�' , ,L LLL LLLLLLL:LLL :',:,:,:,:,:.:.:,:L ,.'......'...,, ,: ::11 I,I I...LL'L L" .. :L:L. .L L N I I 11 I ..� ""L"L I �,,,,,,.L��L:L = a 0 � L . � :�,�: L:��:�!��L . I .:.L:L�:L: :,::,:,A.�.��-..�%,,.,:,�:1�;]��]�:]::�::]:� ,,:,,:..::...,,,j::.', ' L L: I '' L I : I , , ,, ' L A r-- I I q 1, L:':L': I I L L L L , -1--J -�,) 9 I I L 1, LL. I I I I I I L:L L L : ..... I... ... rJ CN I I I :�: I I. ',L.' ,I, L:L LLL L �I. '%'LLL"LL" ,��I I..I ,,:, "", , 'L L , I I I I � I L .:L �. .L. ,1, LL L L L I ..,,.'..L,' I I I I,�,:,I I I ... �.,,,,", I L 'L' I I i I I I ;�� L:�� I,I I ""I I I I I I I . ...,.1 L L L L L .... L L 0 I I I . ----, - 'L L L L L L I -.....I I . W,1�;J , L L L . ,. :,,-:. ,,�'L L L L'L L,- 'L LL'LL L L L L L -0 0 1 1 ,, :11 L L L L L L ". ,, I 1. . L .. -1.,I L:::::::::L:':':''.� ,� � L I . L— t :2 I ',L L � I L I.. L I LLL:::::::.LL.L, ,: .. I I 1"..." 11::,,,'.L ..... ., I: LLLLL I: 1. ,.. "..1. L L I ,:.L:L:L L L L L vv,, ... ... I .. , I..... .I . .... I L L L::L�L'I; %m 0 ,5 to 1, . ... L'L ,:,L ......L , ., , , L' L L I... :,:':',':':':':':'':':L.'.L L' ,*--,-,-,* :::: ", cc ...�. - L:L 0 co I ....... I I ".., . I I I .....L LL'LLLLL I� , =Co 4)N :,: .,, � I ...','.LL'.L.' I I , I I I I I I I I L *�,.*.1.,.-�.- ., ,1� 1,�,::,,, ::�,,L' 1 ...,:,* -f---J I I L - ,, L I-- ,I I I, . � .I:1,I :I I : , � �;:1: 11 :L., L. .— .— I I I , H��H��!:.:::;,�!!!!,� L I I I I", L��j��:::]�]]�:��!!��:��I�� a 6(0 r- I .-..,��i�i�i�i�i��i�iii�i�!�i��iH��!�!,�..��, ..-.'!!!' . �L - . ,:::::::::::.:::::::::::::::::::: , I i: :::L L L ::I..:::::::..::::'. I I �:::: ��i��i�i�i��iii�!�iiiii.iiiiiii! I ,w, I 11 ,,,,", :� I I � . :, :,, 1,..1.1.1 I I,, , . L L �,:: I I I............." I 1"'I"'.''L'L LL::LL:L L� ...L L , ,, L L L L ..........L.. , I �:: I:I L L L L L L L L L 5 * ,.0 0 ,, ��i�i��i:i:i:::::::�:i:�:��i:i:�:ii�i�i�i�i�i�i�ij��i�i�ij:�:�:�:�:::::::::::::i:i . L L L L L -C -r-C5 . ri - , � L %�?� L L L L L L L L .��.��.��. -, - I LL ; I L LLL L LLLLLL. I L L L L L ;.-i�ii-,-��]�]��,....:�::��::�:::: ,, L : : =!R L, .� .... I �:::� *1 L LLLLLL I I .L L 'LL . I,L L I"I"',,",I I,", . . ,, ,, I I I L . ::: ,:, I I I'll I I 11.11,- I I I , , I I I I 1,1". '',L_, .. , �� L I , , I I - .. 1, � - I , _ 0 a I I .. I 1". , a) �W 0) -11. 11 ,�.b, '11, I I � I ,".. 11 11 I � ,, L�: : .".I 0,4 MEN , , -#-J SO US IN z,1.1,1= , �: �,�`. I I .1. ,.,. ,,,.I........." , : - C �,` . I I I ::', L :' ,,::�:�:�:�::::�:::�j V,� L I........L'L LLL.L.L.,, 1��:M-,.. ....". L , I ,I �:ji :L LL �1, ....'v v I L L L L I 1, � I ,1 , A ,� LLLLLLLLLLLL " :9 1 CD.r- - I L L L I ... :L LL . 11 I ,L:L LL::L:L: 0 0 CD - 8 I I . L L L .... - I I L L L. I I :::. m �:,:,,,,L'LL'L LLLL L ...n.,�. I I'v L L r- 0 L .... .. L L m .. ;.: L L LLLL LLL:'�....... .11 I '�:L: . ... ,L ::,::'L . :" . (a . �:% ., �::!��!��,�Rffl I, W - ---- ...L-', - - :�: A I - ..'.' 1,," . I I cc — � . - : ,.* ...11 : I P., . MIMI ---- , .L L L - I -I,,- � \ : I I "", -,,, I : : I ,L :'�,'.� ,:::::::::::: -- . � � . I X.- 11-�I . .. , : ,','� L L , 11 I "'' -� ,\ . .� ..��,, I I 11 .1111,I 11 I I .",, I-IL I .....1.1. L.L:L:::L �::; . - ':':::'�:�:�'�:L L,' . � , �, ,, L I'll-., 1-11111,,I,: . , , .11 I I"I'll,11 11 ...1 L L: ;:;:;;:;,.: . , - 11 , L 1,I L L ........ ,, , , L ........I ,: .� , ,' �'�':'��,,,,,.'�':�,::L L��L�:L::::: ,. 11 I L L L L L L I I .........I , ,, , ,:LL'LL I V,, 11 I- I I I - I , L L L L L ......77.7��, ::: L I , \ e\", I -....- : : : L L L I I 1 4- 1 .....L''L LL ,- ,,,.' ,� ,�, mm L: � :� I ::: 11,11, n-1., :'.'.:'L'.',, ''�'�',,,.',,,,,,,,,,,,L I L L::L 11 11 � ` L L LLL ,: ':**::� I L ,,�N ,;�:\ ,\� --iii� I I LLL L ,, ' k lgA:,�g. �::� ,.LL .ip: .::.�"il�,�",�.,,.,.,�,.,...'�.",�",�'�,LLLLLL' - . ... ,," .L L. IN�i: , -...�.,, � L :�.� I- 4,\ : L I 'I., I 11 W-11 11 ft. . �� IN ,.�-.�. I : I f,,� �I�, I I �1, ,K� q: L : .�\�� I � 11 L :!�, I N -- "....- I I L& . 11 I : �, I I I I I I I,.,. -P%-- I . . ,I L I ..... L L : 11� ...L I L L I _ L L I .....L L L L L L L L L' ..L L L L L I L L L L .I I I L L L L L L .1 L L L L L L - . � L IL "I'll : :::,�, ... . "....., .. . I I I . 4)i L � :::.: L L- t x I 1. *-- ��-,..`.-:''�...,:., L,L. ...�;,%, -- **'***'* ,-* , 'L I � .. - , , .� ,. ' ' 'L < - ,, , , . mll�, . I , ,.:...... __,,: .g :' '''':- �L ,*- ..,�, L 1 77--,- , :,L:�:,:::::b L .11 ,.I ,h 'I" = -1,1111 1 ::!!!!!77 ***,7,�: , , :.:: �,�,,:,.,, , �!ml h W, L - --- ,LL L . I L I L . :: L ,. ,_:L'.:,::��!��: , ,....,", �:��::]:::�:,::],�.�:*::,.*,Ipm * I I L L I I'�,L L':'.L LL I- :::::�'�::L-L L L LL...... ,:. ,,��:�:,:��,: I ,,,..-,-, I I . L, 11 ,, I . 11!� , . - . .... .. �,--,- - . -,.' , . ., "..,,'L'.::.'L ::::�:::��::L�.:.�j:::::�''"' .,�:j��:�:�L�. 11 .�:�::��:�H��:]:�:�::�:::!��]:,i,*.,,...,�,-.'.�'�,,,,,,,,,,-L,-. -A CL 4) 1..:.1: .:, I...11 I I.I I I L -L ,::�: ................ :... 14 I �� : L .�:�'' %':''.',� L � I I -L L L. :'.�:'�::::,'L,.,.�::**�j:j�:�..�.!�:::, * ....:::::*::�L 'LLL'L..:"""' W .::�:�:, I - I OL I L L:L :�:,::,�.I... , L . I I I.I.1: L L L' ...'.........,., %� I. �-,,� * ':::]�L::L:L L L -- . . I ' ''L'' ,..'.'.L..... :: : :� ,I ,� ,, -,�1%- 1- �:�.�:L....--- L�L L L,�i!i 1. I (a C ,I ,....I. I I "*".*,.*,'**-* �, � , LL L-.;�:*��: :L:L:L�L'L L:::--::.L,:.L LLLL:.L:':::,,L:::�;�:�:�,�::i:Li:::L:,L L L L;:��':�::�:��::L . I I , ' ...... L I - , ...... .... L L L L L L I I.::::"..I L L L I I..v 'L,'... L I I" �,I :::::L',:,::::::"L'LL'""'L ....11 ,-, ..- .. .. �"b'LL'L L�LL ::LL . a) 8 'L I L I ,� .N. I L-,..��L..�� I I , N I I I I L L L 'L I �:,L..L'.,,,,.,...�. ,,�:: :,:'L .%L..�� L L I " I :,:'L L. :::::: L .......:::�:::::::::::::j::�::::!::'L��i,i�::::�!�:� LL 11 I L .....:.::::L':j::��::,',��:::%':'LLL - I . 111 I .,*.*.*.*.*.,,,,�M.: �.��L L�L'��'::�::�!��i��i��.Li��i��L�!:�!!�iiii��::::::: - - - - 1,11,10 I _, I I I L I :: �,., :I .,�.,-..,,--*,*-,.,!��i-.,.-.---, ".. 11 11 ..I . L L L L : ::::L,:LLLL L .m I I I L L � �I I I I:I I L'L L L L L, NINE\ � ::: 'L I I .. : ,.I I 1,1�, L k\�. 1, I I, I :L LL - - I & \ , ..:,.,� .I. I..I.,L'L I I : I : L:.........::::, : ,. I ��:4:�:::::�'L::::::L:L. _LL:.. %�L�L�:�:::�:�::: I..:::. 1. L' :1.. 'L I I :-jij�:,��:iiii�:�:�L L��!,,'��,��:i��:::�:�::::: �!$�J .,,. I .11. . _,.L.L,:..L.:.�::::.::::::::::.'L;::�L� . . I I.... L L . . ��-,- ,.,::�:,L, .",�.-... I I.. I . 1. L L .,,�, I -, L : :':,,:L. ,,,,::.....L L I L. I .- .�, . L L ��i��:i��i��:!��!��iH��j�j�:��::]:]:,!�v��!��!�i�..:i��: ,,,,�,�:.:::::::: �:::-,:,I:,","."I.I I��,:.�:], �,�. ".::�:��:��:]:�!-. - I �1,� L L L I.,1�1 I ..��,- I L ��:: ..�, ,. ��Ii:i�-,.�:��i:!�. . .5 ......... , .ii,,ii�, .......::,:::�:�:�:�:.:,........:.:.:::.::H . L :::.::,,,.::'.:':::... L , ::�::::�:L L::,: 'L::::�:X L::::.�i]i�!��i��:",:i�:��i:ii�:�:��]:��: '::,. ,, :*. I �11.NE ,::,::L.:'L L''L .,'��,.',.'��!:'::.'.'.L'L I I 1,I"'.."',I.........".I I I � I I . 11 I ,':'':L'LLL I 11, . . .LL II I 1, 1, :I I I.. - I 11 I lk I L I ,I , - . ,\� I....::..... I I I�,I 1,,,�!,,.,-,,,�,-,.��,,.!L��,,-�� ,,,:�-,� , ; - I.... I.. I I I 11 I I,,1,1:11 I , - , -L I I I I , .1, I I I , L....... ..I ',''.�' 110,11,11 �\i\mm :�I L L.:.:L''L'�: 11 -... 11 imN-,1�11*11 k I L ...,: ::: .'�,L - 4 I-�,� \ " I L.LL:L. :' :,',L: :LL, ..:'.L. ... . ...L 911,11,1111 L L, ,',L, ,g\gm ,N 01 , 11, I":11IN I "N'ii'i'mme-mumm " \", I ,,L,:L -1 I , I � ..) , ,\, I L I 1 IN 1 11 I 11 I., ..�ij.j�m. ,, � I ., . . , . ,, I . I ,7 I g \,k � ,,� �, ��I I I I , I I .,. , L ,, , ...L L��'�' I I I , !, I I I I "\ 1 . ,N , .,,,L 7. �- . \. \ . \ \\ ,I � � N� . ,. , -\ \ '...,"m. , \� L , ��..., , I ffi, .. L 1".1,\ ., L - "Lo.,\.,W,.,'. � ,W, . . I I. I. I --- - � -- I I —- . 11 � C I I � C1 EXTERIOR PERSPECTIVE i I I (BIRDSEYE VIEW LOOKING SOUTHWEST OVER LOWER WALKABLE ROOF DECK) WING) I I I . . I - I " � � I � . I - I . I � � I I 'll, I L - L "I'll L .L -, 11 I 11 I I ' ' I .I I I I i I LL L - I 11 I I I , I . L I 11 , I - -- I '�, I �: I I I I L I 1, ''I'l- I ''I'll- I L. I I L L I . I I L I I . I I I I I I I . L I I I L L , - , I - I , 1: I -11 V:_L I I L 1. I 11 . I I - - I I I L I L I . .1 11 I LL 11 I I -_-. L - I I , , I :: I :,- I 1. I I - - 11 1".... I I I I I I I I 1" . IL - L I :. I ""I'll, L L I ..,LL - 'L L L . I I I I L I I I I I 11 I I I, ILL L L . I . I - I . 11 1, L L L I I 11 I . L L L I . I I LL I I I I I - I L 1.11 I I I I I L I ....-.... ......L L L L.L. I I , L' I I , 11 - I I .....� ...L ,: � 1 , I I I I I I - -....L I I L �, 11. I L I I ...I.- -L ''I'll ,. L I I I I . - . . I I L 11 1. I I 1, I . ......... "I". . .. I� I I I I I 11 . I L , . L I I I . ... L L 'I', I.:,L, "LILL L I I � , L I I L . ..,-11:::1,i*1........... ''. . I I. L I L'L L I L L 1� -... I I I I I I I 11 L 1, ' - .., . - I I .-L-L L I 1.L�, I . -L. ... ., ,...,'��` - � - .. ...- " I L , ,_- ;� �-, *,,� 'I----��j!ji!-., L I I . . ,,:,-,:'. �............... "I...�.�.I.I�.�*.�...f�...'.i�.�.,�-�... --- L v -�.,--�j L' ,. 'L .� I I I I I ,. " � Z-- ,� -- ..-...11-;;;.,;.;�;.,.,... . .. L I I 11 11 . I I .LF � - --�� : , .. ,,�� , L I I I I L . I I I L L. ,w* , I :,.:',--'��`....'` :' `k�2��! -�,I ,��i�i��!��,.�..'�,��!��i�i�i-';��::�:�:�:�.?� I � I . ,111-.111, - . I . I 1. I . .. .I � ..............L' I I . 111 �,% - 1. 'L.. ...... '�,'-,. .. . �i5:�*j�:�; .. . , I ,..:�i -, I I L L LL � I . I �:::�i,i�:i:::�::,,,�:: : I I I I I I. I I ]��if�i�i-k, .. I ,.. . I : . . ; . i !!!�i��!��i�i.oi�ii�i I I I ", I I I I ; 1, I " , . I ""' , L � I : � I I �,��g , -I i 11 I I I . . 1"I.-I.-I , I i L ��i�, ,�� ,�il . - 01 , ,�... " L L L . ; I :�;�'ii�?'.*��.*iik��i��-,!�;i , I . - L I . . L : 11, i�iiii�i��i�iRiii!X,11!i!i .� 1.-: :.X---.\ 11 L m . ., , I , i ...I .., I I ' -- h.-, I I �L M : L . I 11 L - � , L ........... L !�!!!!i� : I I L w . ,. .I --- ! ... . I ,�,�, L I � . -11-11.11 I N ,� - . .1 ... .1 L". L:- ,. , L �' i��i]i�:, .1 -.1 . -,.. .. . "..., . .1..... -,:�:. ... I ; ;;;, ....'.........,.� ..I . .. L N I I :..:..:.,:..:.::.::.:::,:,:...:., � L L I . : i .. ,- ��!�F��i�!��:. �I 1, ,N... : , . � - .I� . I ,I\. , 11 ...�,mm�g ,.. , I .� ..I �I ,L I -,�� uJ K m : . � �--L.,, ,.,�� .. I ..I I I I i MF_.,.: .�, I q i :�L : Zzl*�:-:::-:,��z ::: L L : . � 'i '. 1 05� ,MIR � � ,. I . () D UJ < , :%::—�:::.I .-� 0�1`1,1\-�". -� I , , .1.,�ii!!1,!iig mm � I . I I \,� I R.,� 11 " ` I ,k F..� ,��... . - -�.1 ��L W .,. - - -�i�:::i:ii�i�� z i ... mm .. �!I��ii:iilii!. .. I —Cy m E=! I ! L . . I I ,��ii��]!i!� R.!:i*:,--:i: � , ij�i . I z W I " ii . .. -.,.-,,,,��--*.��ii��i]�!�� I I L I .......I......... ...........�i�, . I I � . I. ..., LL1 W 0 LLJ 0 i I . I ��H:��:�:�i��i�k�.i]i]i]i�i�i�i�il.,.,�.".,z��]i �,�, i :: ..g� '.��]��ii�.i�i��.��.i::: : L "Riiii z. I ? I .L .... ,.� rt <2 > _J � I \��i�i��i�i!�l��l.:.?�.f�...'W'.i 1.�,.---�-. --*��.XII-�iiii�,.i: ,�.�,� ��R � — < LL .I 0 iL -. . ... I ! , a I..I..I...... I :......... --I ......... � ,* , - ..... - ..... I '. .... :.", ...... ... I -�,,�MRW�!.F*M,�:: ��?,1-1011,1*,*,--, � g ,,�.,% mm: � I I I ,� ,..�.� � � . I ! g�\ - , U)0 2 S,e X :If : � .1� I I i N, q I I ... - ��,�....... - . ; �,�, :�._.,,,__._�_.-_, - . L . 0, "- � . . .. ORE 00 ", , �-, " gg k� "I.". U-1 U i ", ,.,..., .,., - uJ ! . ��]��!iif.ii�iii�i��!!��!�,.'. .. -: W < < I � i � I �:::::::::: :.::::::: �.�g�i�.....,.,.,, LL Z W W : ::1 X.", ,, . .� -i�]�ii�].,, ... z i . i .,,. ..� M 00 ..., : i�iiiii��i!� �,...,�...�,,1111.�.,I,.,�-- . . ...: 2 ,. ,........�. .'f......"." � 4 � . �. .. .,.. .�.g,,, I...... �i::�'t��i!ii�!�!��i�iii��'� � i : i kv , . .. ,- ,i� L !�.�!i�i!!�`�`,--,` �.-�, - ,L � B 1. ., ,u ..,. ,:] : :L:: ' :L:: :L:: :L:: : :L:: , � : :L:: .......... - � L:: ,: .. ,,-,...--!��-�.,*i;liiii 1- 0 1 , i ,��I�.��*� i��:::�.... 'L".., L I I : ?: z I IF W . 1, .: 11�. L�'LLL L L L LL L I I ; ,- , . 1.. . I I L L L L:L L I : L:L L L L L : � I 'L L L L L L L L : : L L LL' �:"� . I , I L LL L LL L L LL L ' :� *' �:�� %.�,. L 11$ : I -) � ..-:LLLL L- L �:'�_.L.,L:L L L.LL 'I......L L : =� 0 L... L . . _.. : � -X. ..— ... L L :::::::::::: . � L.,'.%'....,�,LL L LL L L ,, L L '%� .L :�.:::.:::L.L ...1.XX� u - , -,L-L��-L I , LL LL --L L ; :iii:�i .... ......... L I * L u J , - . , I . i ,: I,"',,X%xxXx.�: ,?, - I I ....'...",L,,:L LL�:,��','� . ,.L:I L.L � � z z i .....'.L L L L L L "I I-:�:��L!-,,,,-*,--�ii-,-,L�! : :�: I'll..".LLLLL .. L' I I I - I ..,-. I.......L.. . � : ...: �- I I :L::'::L',�:%:,::.LLL L:.,::L L ,L .X z < < : LL�.:L ,-,...,:'::LLL: ,L � I Ai '- dm�1, LL LLL ,�,,, ,',:L:::'.:::L LL L "I.1 I . 71 � ; .11.0 I I , L I",",I .I I ,. � L -J � I 4::I,,41.,I ,��:11::, ,,:,, : I I I-I I - 11 I I I....I I I ... 1: , , I L,, I I I I -L ......1, I I I .1 I : ...... :... I ,,1:� I I "'", � I :..X.. 11 I I I� I ,.L :: � I , :L ::: I .1, .�...11 -.L I . ::L: ''L L I:'::::.L L I I" L:L ,: I I ': 11 ,., : I L L,L L . I I 11 I _L.LL I LLL L LLLL ,, L I-, A : L LL LLLL L I L I I::., ,,:L'\"""" I L 1,k L L'L L L .I L "LLLLL LL LL I L' _. A.", � - . ,..I L .. � ::: L L. L I I LL LLLL LL L L I L I I L L -,,. L L , ,:L LLL ,�:.,, ',L % LL. I I �L LLL L L L ....L . ..,L. K.:jj:��j�: � 1111111111�, � I I �, - I :1 L L I I � !�,,,.,�,!��... ,�g\ I I I .11 , 'L-L L I i \\., I I ,�. ,L , , I L�""'L . � 11 .1 i ,*, L' ':L LL I I, L 11 I :,. . �1:�:.... :::::,,,*. 11 ','.L,'. . L - L L , � - - \ ,\i ...... " I , �:, - I \ ,m, I L, 11 L.:L I ::,,I. .1 .,.,I : .::,::,: I I I.,:,:.:, . I,,, .1.1, I ... .L i �I .. 'L I .1 I 11,. I I I",111., I . I . L I ' i � �.�--�! ,Li .v L L L L LL . :.,: L:L'LL..I I .:� i .1 I 1. :,' : I�L L L . 111� .1 I � 11 I IN ,, , - 1,� .L I 1, I I L ,�. � I 111111111111111 ., : , L L I I I I I L I . L L . I N.,:. I .."M�: ., 11,., I . � I I I I, I ..I I 1, 11 I 1. -, I I 11, .,I - i.. ! I ,11.1.1 I 'I'll I , ......L' %�.X . ,:, 1,I 11. . L x - :1 .,,: I I I 1. : 1,: L::.:,,. .' L i g I I.- LL I I., : i �eL-'--LL-.'�'�L I . I L .,I I ::L L I I :L LL L'.. ,',,'.'.'.L .11 - I - I L L L L . :...I - , , L L . , I L LL L" I L:'::�: L I L L ,,L.I:L��:L ':��:i:L�::�',L L I . al%\\q&q= � 1, "",,,....,:,.. L LL. ! .� , .1 -:1 'L I I .. _Lj�:��,�.'L��,,,. L 100% PERMIT I 'L ,, L ,., �,:�:.:],::�:]::::�:::�,]L.: , - :: : ,,, ,�,� �� , � I .1 11. LL ,", I "..., ,,, I LL L L'q ::: I.I.... :::::: �L i , , I . ,.1. .��]:]. � ��L i ii :, ��: 'L:�: . ,,11:: :::-:�:�:��::::� � �� I d�� . L L: �:�!i�!i��!i ��ii��i�iii�:��i�::��'L�ii�i',': 1..: ' ,,�:� L:L 11 ........ :: L LLL::.:L 1. I, :': ...- DOCUMENTS . .. I - �:i*�:�:,,�,,,,*��i,,,�.- .. .....L.LLL.,,�..... I : i I .,,,, ,Q .0 I : ... :,-,: : i i . ....... .��; .. : : i - : �: . - .m I : ----- .1 ::: .0�.. .: 11.�I : : : , \N � ��L�� -�::��L,�,,,,C. \1111, i � - ��-w,� 11111111 - ,�*,�. .........L.......:Lj:�LLiL:�:L'�:::':��::��:��:,�'L'.\"'.L,�,�,,�\,� L.L.L"', LL-L . L ''L' 'LLLLL'.L LL ., LL, , L ''L L L L L L -!��..!,�111. I L I.-L LLL 11 L L L ,. - �:�,'%'V'.L.%L:L:L:L:LLL LL:L L :, :�:::: �,>,,� " I -LL 'L -I I , , 4, ,L L L' L 'L L��.::: '.LLL LLLL LL LL L I I I L L LL L 1\ . 09.20.13 .L L�- 1: 1.1.11 - ��L ��:L L ��:;�:�:j!�:L L' L ��:;�:�:j!�:L L : : � . ,L L L L L L , : :,I L I ,.: �:;�:�:j!�:L ......\,\ �� L L :�L�:L , �� L .1. :: ..."! ' --LL L . ' : I ::�L:�, L,!�L�!.��::� , -I i � L -, .��::� L L L , I L'�,::�.: �LL,L��:�::;:�j�LL L L : :: ... ��:��:j:�:��j��!�:�,,��:::.:::L,:�, I I L :::_ I I I L- I L L ,:L ::L::"' - ; : I 11 .111"..."I I I -,L1.L L,L ,,�::�:;��j�:::�::�ii�Lj��: I .. i q L ::�:::::::::. ,�:�:: `�:�� '�:��i��!:��L��: I ""...'.-11.�,,.,... �.. 1::�:L L.,,�:�:;��i��;�::�::��:::�: :. L:: ::,.: ::.:":'.L:"L.L'.::"'.,:'::::: � L ::,,.::.... , 111. L �� ........L'L L L L L� — �,., .::-........ .. L : I "". "..."'......, .�,L:' �"L , I .1. "I'll.. ... ..... L' �:L .1 -...I . - I . I I-� - L I b:':...','V','.:.::L . I ,I..�, ,....".. 1.." I "I", 'L , ,.. I. I I , - :L I -I L L ' i .L:��I��ill��l �ill��illlll� ,. . .1 - ::::.:,:.::.L I�L,,L��i�;�::�:�::��: i . ��!��....... . .L"��i�;�::�:�::�:�: . ,,:�:;�j�:: �::�j �Lj��:: ,,:�:;��:j��::: :::�j �Lj��::��:� I L L L LL L LLLL": , , � ,�L!:::�:!:�:��:!i!�i��i�:��!::�i!�::; �L;L .. -'�'-' L L L I I I ::": L LL L :L:':::.' .::.: L L L L: :� , ..�,,. 'L: I - I-� I ::�'::::1:- -1, L 'L . I :L :::I ..", - - 1, L I .,�� I , . L , L L LL L L:L'L,I �L L 1.11- L ,"...",...-I I I I �',L , . I- I .1 I I..I....I I I . - , - I L: L L :::::::::::::::'',: : I 1, L L .11: I ,��,,:L,',:L::H �,,, ::,.:]j��:,,��,:::�� .. L I.. I L I:I - L .11 , , , ��:::: - I ,. :�'L:"'�:�,,'.:.-'L'L � ",- � 11 L I L , I:LLL:%L': , -' �-..��". .L L ....--- ' ...L -I......, ,I-1, , ... L L , I - L I I,L L'L L ........L L L -: ""L� I I L - \� :,:,.:.R.",,,",',',�,'�-L I . L . 'L L ,L LLLLL L�L .......L. , I.I., I I I. , 111-- .`� L:::,' ':�' � .,I I --........... 11 .. 1, "Ill LL:: L �.��,,�:,,,"L , , I - I �,, .� -�\L L , I I I ,-,'11, - - I I L, L L .1 L -L L . '- �� . L........... L,11.1..... L ,�: '' - , -- �k�-� I L ,I L, ::L :Xj�L L�.�:�L:��:,','',',', 1, 11 , .'I'll I ': L L L L LLL L L,, L� I ", .. - L L ., -�':::�� 11 I 11 I I 1". L I I ."I'll ?---*-�-�-- '�, " I .....LL I 11 I 'L "''LL L I , I I 11 I - �,,, I I I %'.*'.'.'.�'�� ,L' ' ,' - ." - , . 11 - L , L I ' I I'Em - I I , : I . L L L .�� ........... , -I WE IM . ,I ,- .',L L - I "I". L :- , LL"' , I - L L. I L - .11 ":- *: i LL LL 'L I I I 1. ..." I-.. L.'.'.'L L I ". I I""I"... -, LL L , I:L:,LL - ' L: �'.:�L:L, 1,'L .1. 1, 11 "I'll , -L. I,. ,L L I L I I I I 11 I 'LL I.. I I I ... , I I I I L:L L L:LL L L. L :L,L:,:::�::: ..:: I I I " ��! ,��',�� : �,.�,,'.�L�:��:::� i 11 I I I I L 1. . . , I I L "L L * ,,0 ��:�]]::� --l. 11 ..L ' I . , L I I - 'L --: ,.,., I - LLL 1, ... L .... ,,i�� 1, .... - ,,., . �: , . ,,.. �,:::i:i::;:�::::%]�::�:]:�: I , _, 11 L L I I L L L .... , 11 � .,L: �::F:::j��: L 'L . L L':: I I , , I , , I :: 'L , . � .1 I , ,�"j:�::�L,' ,L ,� 1, I... ,� .....� ..... :� -��:�i�::L ,. 1.111-11,111-1...",-'I'll-1...............1.11111111111-...............................-........ L�:::�LL�.L:L�::`�::', � .L L L.L I I . I I 1, , ,I L L ,. ,�L 'L'L , I I - :::�L�.L:L�::`�::', I ',L I I . , .*L*L :L:': :::�L�.L:L�::`�::', '.L .. : ' L L L . -1.1, I I I I I .�. --.�i�* - 11 1. LL I 'L , I 'L ........ .,, '::�:L�L��*::�:]]�:��:�L:L '.. -:1i:i& , : 'L ,. :::: I L:%L:::::L,:::L L .�,,L L L I L ','.L .,. L : L .1 .1. I I LL L I- I L L , , . . .. .1 ::::':':L'L L ;:�j: .1, L:LL:, L LL L.. L I . I L L L * L L L:,L .I .I ... I L ,:L L L,L .':':-:L':...:.:':::: -I'L L - , .1 L - - L L"" ... ! ...'......I.I.,....... ,I ,",. 11 I'LL.L L- LLL L L L L L:' , -- 11.11 L :.", 'L 11 I..11 L L I ,4.,., ", .. , , L 1, I LL ,1. ,.0�,,,-. � .__..'.--':',','.L L L".,�:�:.,:.�.'":,.:::I L L , ., ,:1 I I , I I L ',,:,:,:L L j:::: L ,... ....... L L L L L L ' L I , :: 'L ,. .I I 'L" L L ... . 'L ..............'....'..'......, 'L I I:L L L L'L LLLL:LL L L'LL L ,-.4.,4-L L L L L :''.L LL LL, ""LL L' 'L 'L L L, I"I�L LL:LL:i�L: ::Xxxj�i��*%:�::!� ::.LLL : .'.'.L ." I I L L L � ..,.. �, .. ...I : -, L:�i::�L L ::.L � ... .'.L ' I L L ....L'L L-'�.',�:��::��::L L�LL 'L .- , 11:11 I L :, .'.LL 1. . ...LL ...L I L�:,,:*�'�'�.�,, -....I -..,, L L .::::, -L -L., L LLL I I 11 I, I I ". ::.L I - � �L LL LL I I I I I�,: 1, L .'L �-;-':..:::: L L -�:.,�...,:..�::: - .. :�.. I I LL.. ,','.'.:.:..'.L. ..... i ,� : 1 1 1 1 L..,I L :::...,L�.,, , LL�L��i;��,'.',:L:LL ... �:L . IL I I I I 'L I ",1"..., L L L .'.L.'. .,:'::::::::::::::.'. ' �;�:" ...I I I I......, . L ,:"--I ,,, �- � . 1,1,�L, _""."",�i::�:;:::'�:�:��'��Z:"� _'��L��L.,� 11 LL 11- .- L 1".. ".., L .:�:�:�i:. I I-- , I % :: , � L LLL�I I I I 1, I I -I I I I.'.L L L - -,,I L :: .,.11 .11 :: ,, I �.�,�.:,�: ,:.'.�...... ..... L-. I I I ,�, I .-.L.L LL ., ,".. I I .1 I.. .L '- . ..1"I" , 'L L ':�:�,�,�::: :LL . L:...:'::: .... , ,I L L L L L L ., ,;;, I ., :::L :I. , .....L L ! , , ��:�:�,��i��!�,:,,.�!��!� I I ::::::1: I , : ,: I I�., : . � j:::::,.... I 'L 11 I��i�i�i��:�:��i��.�!��I, ,�� -***1. ,� :... ;1�1,1%1 I I I-, 11 I I I I I - ' L L L L L .. , :'L : 11 I 11 � 11-111-11,11-1-----,,----- .�..� , ,� �I.", .,� I: -_-'.LL :L L L ..... L. i L - 11 I I -' L L:: v :L -11,11,11,11,11---- .: .1 I 1, -::,�::, ......L *:::�:::LL L L L - 1, . .. L L L L L . . 11 , 11 --,, L::L::::L L L L' L. 11 ,-::�i:�-:,I I L:::..L L L L L ,: L L 11�1�i�'�:�:�:��!�L ::: ;::L:: ::: ,"�:::.::.'.'.'.L L:.L L ::...::::::::::. :�:,� I ,I . I :L .I 'I'll", L L:::::, - :: 1- I �., , ,"'I",. . i .j*� L L L:�:: L . I..... ,.............. .......L 1, . , X:: , , LL -L L ::L 1, I I m::: 1.11,......... L' :� 1, , , I L: : L _::.�:,,::.:.:�i� L 'L I .I 1, L L LL , LL.'.L L L I I .LL....... I I I.I�E.,i�........... ,,::7, I. '.'.L.'.L I .. I I :�.,�]�:..,,:,- 11... . '�'L L.L. 11 , - , L ,, I L..... L L L L L ':L:::::":L .. , "' . I , . I i LL : ��::��!��!��!��!��!�l!!:�:�i��: L , , I I I I L::L:: L L �,,, .....--L ��i�ii�!::: i:�i::��:��!�!��,]:,:��:�:�,,, I � ''- L�L*L' L ....... L L L !XX,� . , L L L I L : I,", .'..'.LL I .,�� ,,: .. .....I 1,1, I 11,11, L LL �'L L L LLLL I � I L L ....L L L . ,.11 I 1,I L'L . : ; ::I .. 111.11 L ,:%. , L . i I ,, L L L 11 L::�L:::L,: L L I : I :L ,,:.::......... L L I L :L!L: ., ::�:�!��]�� ::��! I L - 'LL'LL L":::�:,�:j,j�::�:�::L . ,,.::L. . .. ,, i i I L ,,::":, ,L L' I 11 I :::: ,!!!� ii ii L L'L�L L L L , I, : I,::.....�.,��,,, ��,,,,�-,-.,....�:,,,:�:...�,��::��!::: L'L L L L.: ,: L L' L I ::.L:..I L L I :':':L L''L L L L , ,,,,I LLL L L 11 I ". L L � � L�L,L . L L. , L I I i : .. I , I , I I L L - 1, ., ',��:�j:��:::L:L :: L:" I L " ;:��:��:L I :: L L L .L I I �L L� - %11 ! '!!!i.....L' I L L : 1, I �:... :" L,L.:L - L�!�', :�:�j:��:::L% 31 * ��j!��",,��i:L L LLL' ....L-. I ::X:L:L�L . 11-11,11,111-1-111- ......,:�:::Z:X.�::: :LL,.L.L L :, L. ,' ::: %.. : 11 11 L I.. : ::: : - : I 1,, I I ". .I I:,..,::.�,, , ,,� . I 1 :: ...:, 11, I ,, ., ...I.. ------------------,,,,,----—------ i ...... "I'll,I IL' L '..'.','.L..., : 'L .111., ...... �,-1.1 I I- I I I L ... : IL ��'��ii��jL�j� I L L L: L: I ��::��L L L� � I I , L ,I,"..,.I... , � .,- :��!��!�]�!�:�:�:��!��!��!74 . ,: L�:�::� ...1,I �,:::�1 I I I LL � :�' Z:;:'.':::::':':::':::�:::��'L, LL . , ,::,. L L L LL :::'�� L LL 1. L :�j�j�!��; '' L, : L L.' ,� �,,:�:1,I L.LL L L I L L':" -. ,.�: L I L�i��I:� , 'L L' , � ,;�,, I , . ---- 11 I -, I.1. � LL L ,I 1. . . I-- 11.......I- I L I L L :::::::::::::.:::::: ::::,.:,L!::,.,:,',:,::::.:::'::':::::::L:::::::::.]��:,,,:, � I I I L L L;: 11,L ',L.' L L L ,1. , I I I I ....L.LL I I IV . . !� ; , .L L L .:......:L;:.:;,':�.. L L','...'.',...L�;; �:�", ,I ,,,::: L: ,:.;, I I,": ,:�-,I :::��i:�i��!� L I��':L LL'LL L ,:i:,: I :�iLL ..,��:��:�:�i�:��:i��i�!iii�i�:�':L�:�L�:� '.'.L : ,I , L I i �,. .. 1:� � L L L-:L"..!',".'..' L L :�!LL:!�iLL L i � �L � I--.L L,L,.", ��:�: ,, �::::��i:�i��!� I - I 1, I ,. : .L ,, :�,�,�,,,�,, :]:]:::::,: , �i��:��::::��i:�i��!� . �:L '.': ��L�;��!��j��:!! "LL" 1, I I 11 %:::::.:::::: - . .'.L'L'�L.',,,,,,,."..'L............: LL..� '. :: '.L , I I., .11 :�L ; !::��:�L:! � ��:��:�:�i�:��:i��i�!iii�i�:�':L�:�L�:� ::::::::.: -... 1, � I I .. �!�;�!�!!:�L :: I 1, I ."I L ;'� .,�L L,I. .. . I .,. - , ; , 11 -.1. � LLL LL L ::::::::::::�:%::,: - - ::::.::Ll � I I I ,I :1% �� , . ........�� , ..:: , ,, I I L:,.. I :� . I :,.I . I 1-1-111-11- .. 11 L ,. -1-1L--------11-----,,--- . ........... ::. L,,,.,j j::::': , I � I 11 I I I. I. I � ; i ! : -,',,..-,---.-.,...--1.1111111111111---......-1.1....1111,11--.......-111,11-11....I : i : : . I EXTERIOR PERSPECTIVE -------" I ! 1 EXTERIOR PERSPECTIVE : date description � A3 I : (VIEW LOOKING DUE EAST TOWARDS ENTRY) � : (BIRDSEYE VIEW LOOKING SOUTHEAST TO ENTRY TOWER AND GARAGE ROOF) i . I : ! . lel, project#: 1207 i i � ! I'��1-1--l"".�,�'ll""Ill.l.1--l-I'll-11��1-11,1111,�-11,�..............-..........--, ! i A . I drawn by: mjf � . I . I 111111111111111---...........--......."I'l""I'll""I'll'll""I'll""I'll",lI....�.........--.... � �I- checked by: jpb I � i111111111111111---.........---......"I'll",�'ll""I'll""I'll",'ll",�'ll"I--------------, i � 0 � : I copyright cdg 2013 i - � � : � . . 1. : i I i i scale:as noted I : I I i : NOTE: : I L I � : i L ALL IMAGES ARE PROVIDED TO SHOW INTENT i � i SUPPLEMENTARY ! - � L . I .. OF THE OVERALL DESIGN, DRAWINGS SHALL IMAGES � i � . OVERRULE ALL IMAGES IF THERE ARE ANY I - . DISCREPANCIES BETWEEN THE TWO � ---, ,�!:�:�:LL . ..._ ,,,.,-, L, ig bi � -4,.,,.,-. :a I 0 011110110 i i 1 2 EmmummWARNAM ----------------------------- ---------- Is= 3 ------------------- 1 4 -------------- =� -- : ---.--------------- A 1 0 , 0 1 : 5 = ----------- -- I I I . I I I I I om oW1 M 40", M X g ,k\m\a Q R a M M g g M, momm MOO m0 WWW, W 44 ,Q� Axfflll� g 110\1 m - M M 0 EMEM, M, -M M J MRS A NUNN M �\\ftNONg q M g %ON\.41 lao ME -A ff g "m I M A ME, X\ m Offia�\,\ W, M M m \g Me 1 mmallm ME mom M M, g M11, ,11M W -AN mm RR 3N. I M mm \ Immms \\gomm mm M.. o 01, ooW\\&1\,, MENNEN' Mmmm glems ff N sgmsmm,� M AMER, HOW, x SIM zME Ems a o 10 0 g" SIM \ \ INEVIUM t g` IW\V�\o 100"", \W"XI \0 is g, g: m omm g 41, ME mIMME11 MEMER MEMO g0go amms lk 20 So ,NE P W M m W M gs\ N� z a -WIF, WER X MEM F \00, 4 ""'NMMMIN M MONSOON ®R M IN moo M mgs\ M a MMWMW\1�1`11 \gm\ ON g 0 100 Mo, `g ,\ M�11 M \21�SM R,\M� W Ill TIN RZ, Am Q g, \\\Wol".0 00 ggp m NYM 1, \,N% g Ile Pf T 011..... \%c so so W, x\, NmEN11.11 M, RE, 11gr mm on, - Off z m - t low N �M, ,&x t a R1=1 'J" "g m N01\1 NUNN M\ U1 1 R f MR RM gM1 10 's mmmmmmm-�� gg MEM A, m \0 madAV, �N @ 11am, o a 4 m A NOW m�I WIP P1 POP � 7 j j M\ kk ION 00 Elm 'g- g ----------- g LNIMEM111 0 Von 0 0911writ Los I a one I 1 9 pal AM M000000'N"', Any., IET I 3 4 5 1 2 em a 0)O I 16 r-__------- .......................................................................... 17 PANEL LOCATION -- -- -- ,.... _ -------------------- r----------- - PLUG FOR 04 OPENER ---------- --- � cN., Oho r DRYER TO MAIN EXTERIORI }� ''/^� m ch U N \\ - I DUCT CONTROL SWITCH- I V, CC �O L--------------- ,� r �\ OVERHEAD VERIFY LOCATION W/ I L / I \ IN CEILING / OWNER I 2 m¢a�o'Nc- N 4-0 .O r� I QGFI � GEO GEO .� o TO MAIN EXTERIOR \ W♦♦ �C� cNU MICRO W/D 0�oCH Y ocgc \VRLOCATION WI J L PWNE \ Cu C 5CONTROLS IT VERIFY ALL ELECTRICAL REQUIREMENTS 1 � \\ l y FOR(5)GEOTHERMAL CONDENSING I / - / I i \ UNITS AND PUMPS \\\ ' \ / PLUG FOR PLUG FOR \\ i' / I \ \ LOOPENER OPENER \ --- / I I I \ .. ....I r-- ----------7----- - ------ \ / \ VERIFY ALL ELECTRICAL REQUIREMENTS �FOR POOL EQUIPMENT El POOL POOL POOL Lb lie I lam 13 3 1 _T _ ----- ------ --- ------- -__ - /� TO ALL STAIR �+ \ i � I - \ --�/ 1J I I I,-I-T- __ I TOWER / I ------�- LIGHTING/ TO MAIN E XTERI _ I CONTr..OL SWIT h- VERIFYL CATI N 1 I OWNER DUPLEX CONVENIENCE OUTLET, COUNTER ® FLUORESCENT (SURFACE MTD.) \ ----------------------------- -HEIGHT -VERIFY HT. -- _ _....................... .... CEILING FAN DUPLEX CONVENIENCE OUTLET, GROUNCI GFI I , - \ FAULT INTERRUPTED ---------- - _ DUPLEX CONVENIENCE OUTLET GROUND ,.. BIG ASS FAN DU , . :, . , .- . . . _ GFI _.._-._ __..-- _....._.._ FAULT INTERRUPTED, VERIFY HT. \ ® M SPECIFIC EQUIPMENT POWER SUPPLY I \\ :I I INCANDESCENT LIGHT (WALL MTD.) VERIFY REQUIREMENTS N < 1 _ - W Z M U WQ s SMOKE DETECTOR o INCANDESCENT LIGHT SURFACE MTD. �\ - ; - - Z W C� — ( ) - -- ... .. N n W L.L0 W 0 RECESSED LED LIGHTS SINGLE POLE SWITCH, 48 A.F.F. _ �� ALL LIGHTING SWITCH LEGS ON DIMMER I _ LL CONTROLS UNLESS FLOURESCENT W U� W Q Q P WATERPROOF RECESSED LED LIGHTS 3-WAY SWITCH, 48" A.F.F. \ uJ _ WALL MOUNT RECESSED LIGHT $3 \ _ ALL LIGHTING SWITCH LEGS ON DIMMER \\ + < - Z m m EXHAUST FAN CONTROLS UNLESS FLOURESCENT \\ \ Q C) co LO `� DISCONNECT W HONE WALL OUTLET \ Z Z Z i TELEP � CABLE TELEVISION / MODEM WALL OUTLET T LED LIGHT WALL MTD.) I \ a c ( I - ' DUPLEX CONVENIENCE OUTLET, 18" A.F.F. ®(T EXTERIOR RECESSED LED LIGHTS i i -/ \\\ ,---- \`\to LO O I J3 �3 100% PERMIT NOTE: DOCUMENTS OUTLETS SHO ARE LOCATED PER i 0 �/O ��\ is AHU \ 0 \ II 09.20.13 OWNER REQUES - PROVIDE ALL OTHER OUTLETS PER COD EQUIREMENT 1 -\ ---II -------I --\- OWNER j\DW1 \ I I i ............... TO MAIN EXTERIOR EIIjRF CONTROL SWITCH- ............... , VERIFY LOCATION WI 17 \ / I I I I _,._.__,____-,_--_• / \ I I \ I I / \ I / -- '__ / OWNER / -\ / \ I 1 --- - --- -- - \ / _._ _-- .-.-_---------- LO W/AIR )b 10- MICRO SWITCH „,,,„,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,„,,,,,,,,,,, 16 I 1 .."I'l""I'll""I'll'll""I'll""I'll",�,�,,��,��---------------- I I I I I I I date description I T MAII I EXT ENID I I I C NTR L SV fIT)CF- I I L 15 I L VE RIFYLOC TI W/ - _L-LJ_L project#: 1207 L------------------------------------------------------ ---------------------------------------------------- drawn by, mjf ........................._,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,..,.. I checked by: jpb 14 copyright cdg 2013 scale:as noted FIRST FLOOR LIGHTING AND ELECTRICAL PLANLEVEL ONE , LIGHTING AND i & 1/4” 11-011 ELECTRICAL PLAN PROJECT NORTH E 1 ■ 01 13 1 2 3 4 5 II 1 2 3 4 5 CL � 3 �O HOOD WINE FREEZER FRIDGE COFFEE VENT IN CEILING D _ - (D- --- ---------\ I N O --- --- I / \ I I, I Eo �—+ y Co 8 9 N / N tp N ELECTRICAL I, I V v, O ---_ —` — -----\\ FOR/HOOD----`` \ I \ 4 I L u) o op coo W \� 7 ¢O O� 1 \ I, 04 FEC� \ / }� O O c \ VERIFY ELECTRICAL I � I / I II � L / OL � @REQUIREMENTS r-N H FOR COMPONENT O O 11 , 1C 2 N \ RACK 1 / \ / I II 0. U C �. AH \ \ — / {�4-— DIPOSAL I I I C .-. 10 . ■ � to. 01_ I WALL OVEN W/SWITCH �-- I I I I II VERIFY ELECTRICAL REUIREMENTS FOR DE�IUMIDIFICATION MICROWAVE I� ELECTRICAL - . — SY$TEM AND LOCATION � I cI yy / (® I II 1 � r'\4D / I • \\— 1 / / I II ¢ I • . . • , ------------------------------------------- III TO LIGHTS I I / TO EILI — ABOVE \ / "— VERIFY I I I —FAN E� // -- \ I ELECTRICAL C fi—— — — 'rB1ln' ® REQUIREMENTS I I I / \ 1 1 ( \\ FOR AQUARIUM / �3 3 \ \ I II I I I II DUPLEX CONVENIENCE OUTLET, COUNTER ® FLUORESCENT (SURFACE MTD.) _ HEIGHT VERIFY HT. \ 0AL. CEILING FAN DUPLEX CONVENIENCE OUTLET, GROUND 1 IGHTNG =IQ GIF FAULT INTERRUPTED11 U 1 I II ' BIG ASS FAN DUPLEX CONVENIENCE OUTLET, GROUND ...............: : ;............., .... ........., ......... ............ GFI I I FAULT INTERRUPTED, VERIFY HT. i ® SPECIFIC EQUIPMENT POWER SUPPLY co \ I II M \ I I N I I I N LL MTD. YREQUIREMENTS HT WA ERIF LIG V INCANDESCENT Z \ ) 1 I I i l l W _ r� I I I I II Q s U C w SMOKE DETECTOR R S 0 C 0 / I I LIGHT SURFACE MTD. I o ENT G E ,/ I I I I I Z -C1 ; I I Z � ii I I I LE WITH 48 A.F.F. ................. ................. .... ........ ............................... O w O SING POLES C ............................................. . . . ........... . .. I® CED RECESSED LED LIGHTS I I I ALL LIGHTING SWITCH LEGS ON DIMMER \\ I I Q a � P CONTROLS UNLESS FLOURESCENT \ I I I p WATERPROOF RECESSED LED LIGHTS I I II WO Y V2 — RECESSED LIGHT �3 3-WAY SWITCH, 48" A.F.F. , ; ;; W W Q WALL MOUNT REC S ALL LIGHTING SWITCH LEGS ON DIMMER EXHAUST FAN CONTROLS UNLESS FLOURESCENT I Z m m —— I I II C) 00 N TELEPHONE WALL OUTLET L❑ DISCONNECT \ I II Z Z \ I II Z CABLE TELEVISION / MODEM WALL OUTLET r \ (DCT LED LIGHT (WALL MTD.) ' I H DUPLEX CONVENIENCE OUTLET, 18"A.F.F. XL ®(T EXTERIOR RECESSED LED LIGHTS // i -A----- --- • \\JLQ 100% PERMIT NOTE: j `I '-- -- O ---;- , 1 DOCUMENTS OUTLETS SHOWN ARE LOCATED PER OWNER REQUEST- PROVIDE ALL OTHER 09.20.13 ' OUTLETS PER CODE REQUIREMENT I ' ' ' ' 0 ; FI _--- 1 1 1 I I........................................................ .::.:.:................... / 1 I ................................................................................... 17-71 L -\ 3 � •••....•.•.......... ......... .•,•.•••.•„_...•.............__.._..�........... 1 \ `-O I / ,_"�' date = description — TQ-MAIN EXTERIOR\ / CONTROL SWITCH- \ i' N VERIFY LOCATION W/ qF OWNER �j Y project#: 1207 drawn by: mjf A checked by: ppb copyright cdg 2013 scale: as noted SECOND FLOOR LIGHTING AND ELECTRICAL PLAN LEVEL TWO LIGHTING PLAN PROJECT E 1 . 02 NORTH 1 2 3 4 5 1 2 3 q' S Ca �0 4 I I N ♦d M 8 N � U) y � C-0 aO �N II ■L c0 O N cO oc A` LO W Nv O po m N�•� C O=U010ED PEARIAE H T TB VR 0AI - -- DR IRIM N S aN . -- -- _ _ c T D K IAII E(TI:RI R p 1 C N L T H ^C V ER IFY LC CAI O/ E . .. .. .. iii 01 ii F - / 3 3 3 \ ii 1 i 1 I / 1 \ I ELEVATOR: \ .......................... _ POWER I / [`•i TELEPHONE r ;;; AND COVERED 1 ................................................................. LIGHT PER .. \ MANUFACTURER'S / I \ SPECIFICATIONS DUPLEX CONVENIENCE OUTLET, COUNTER \ , ( TO SWITCH I 1 ® FLUORESCENT (SURFACE MTD.) \ BELOW , (� TO SWITCH \ \ I HEIGHT-VERIFY HT. ` 0 LL BELOW \ CEILING FAN ' T IR I — i� 0 ER DUPLEX CONVENIENCEE / OUTLET GROUND � I I GFI -IGI iTINC _ � FAULT INTERRUPTED BIG ASS FANGFI DUPLEX CONVENIENCE OUTLET, GROUND FAULT INTERRUPTED, VERIFY HT. I 1 r / ® SPECIFIC EQUIPMENT POWER SUPPLY I INCANDESCENT LIGHT (WALL MTD.) VERIFY REQUIREMENTS \ i M INCANDESCENT LIGHT SURFACE MTD. ® SMOKE DETECTOR \'I 1� W Z ........ WCY z � I �D RECESSED LED LIGHTS � SINGLE POLE SWITCH, 48" A.F.F. � ; ,/ / `� _ WP ALL LIGHTING SWITCH LEGS ON DIMMER I I®� �p � :,, ��.... wO wo CONTROLS UNLESS FLOURESCENT p > -J QED WATERPROOF RECESSED LED LIGHTS I \ _ _ Q — WALL MOUNT RECESSED LIGHT �3 3-WAY SWITCH, 48"A.F.F. i -____-'' (n O _ i ALL LIGHTING SWITCH LEGS ON DIMMER ' ---- W U- WW a a EXHAUST FAN CONTROLS UNLESS FLOURESCENT i �'�,\ /''�" W Z- W W N TELEPHONE WALL OUTLET DISCONNECT Z p 00 v Loi~ CABLE TELEVISION / MODEM WALL OUTLET 3 \ W Q �D(T LED LIGHT (WALL MTD.) Z Z z Q g a =Q DUPLEX CONVENIENCE OUTLET, 18"A.F.F. ®CT EXTERIOR RECESSED LED LIGHTS r 3 ---- 14$3$3 NOTE: 3 3 /�— $3 \ / \ NOTE: \\\ 111 \� 100% OUTLETS SHOWN ARE LOCATED PER �' , �, PERMIT f �" \\ �\ I OWNER REQUEST- PROVIDE ALL OTHER // i '�\ i DOCUMENTS \\ \ \\ OUTLETS PER CODE REQUIREMENT I / r \ _ \ 09.20.13 / lp t® 01 JCIED TE LEIS 0 CEN I VI7h0E \ I ' ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, P N R VRI I IE(UIREI ET \ 3I $3S3 3 \ --'13 -- --- / date = description project#: 1207 A , drawn by: mjf checked by: jpb copyright cdg 2013 scale:as noted THIRD FLOOR LIGHTING AND ELECTRICAL PLAN 1/411 11-011 LEVEL THREE LIGHTING AND ELECTRICAL PLAN n PROJECT -70 1! NORTH 11 , 03 2 3 DESIGN CRITERIA DESIGN CODE: ROOF COVERING SPECIFICATIONS: REINFORCED CONCRETE (CONTINUED) 2010 FLORIDA BUILDING CODE - RESIDENTIAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED POOL AND EXTERIOR PATIO NOTES DESIGN LOADS: ACTUAL AND UNIFORM ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH or DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 ROOF CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE THAT 2 INCH MINIMUM CLEARANCE IS MAINTAINED. ROOF LOADING (cd=1.25) INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL LIVE LOADS: Lou Pontes, Inc. and TOP CHORD LIVE LOAD 20 psf ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST POOL DECK 50 PSF Associates, TOP CHORD DEAD LOAD 20 psf (CLAY TILES) MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. BOTTOM CHORD LIVE LOAD ALLOWABLE UNIT STRESSES 420 Osceola Avenue 10 psf AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. CONCRETE. (PER ACI 318) )ax. Beach, Florida 32250 BOTTOM CHORD DEAD LOAD (2) MESH PANELS AND TIED Ph. 242-0908 Fax. 241-9557 5 psf ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN PRESSURE TREATED WOOD FRAMING SPECIFICATIONS: CONCRETE: FL:CA#8344 SO CA#3579 FLOOR ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR REINFORCING, U.O.N. STRUCTURAL POOL SHELL f,c = 4000 PSI CONTACT US WITH YOUR COMMENTS FLOOR LOADING SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH COMMENTS @ LP A.COM TOP CHORD LIVE LOAD (cd=1.00) SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A STRUCTURAL SPA SHELL f'c = 4000 PSI TOP CHORD DEAD LOAD 40 psf MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH STRUCTURAL GRADE BEAMS f'c = 4000 PSI ``!`e`e`p� I pII pOs NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE _ P� POST° BOTTOM CHORD LIVE LOAD 20 psf HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. STRUCTURAL PILE CAPS f'c = 5000 PSI 4000 PSI E•NS�'e� (y`% "' BOTTOM CHORD DEAD LOAD Ps f BE STAINLESS STEEL. AUGERCAST CONCRETE ANCHOR PILE c ; p SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1'-6" REINFORCMENT: ASTM A615 - GRADE 60 No.53 DEFLECTION CRITERIA: TIMBER FRAMED BEARING WALL NOTES: PAST OUTERMOST CHAIR OR SUPPORT BAR. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SPF#2 STATE F N FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. (SEE ABOVE) MAIN HOUSE PILE FOUNDATIONS: AUGERCAST ANCHOR PILES ANCHORS - "x6" EPDXY ANCHORS Co? 48" O.C. MAX FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT �+ °� � d' 3. SILL PLATE Y2 1) MINIMUM 14 DIAMETER /� �R' �y �' rr r fv bay � Y'y��e �>''y O STRENGTH OF 5000 PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION 2 MINIMUM TIP ELEVATION -4.5' NAVD '� � �K• ,ar � ,`,`< 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. AND 2.6 KIPS IN SHEAR. AS PER GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL �• NAS. 1,��►"� WIND LOADING: 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS U.O.N. ENGINEERING SCIENCES, UES PROJECT No. 0930.1300083.0000, UES REPORT No. 3 ADD 6-#5 w #3 TIES AT 12 O.C. BASIC WIND SPEED (ASCE 7-10) -------------- 130 # ' 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. 1038313, DATED MAY 28, 2013. THE PILE DEPTH HAS BEEN ASSUMED TO BE -14.4 REvisloNs DATE IMPORTANCE FACTOR ---------------------- 1.00 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR NAVD. DEP DESIGN CRITERIA: MEAN ROOF HEIGHT ----------------------- 35.0 FT FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, THE POOL AND SPA HAVE BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ROOF PITCH ---------------------------- VARIES STAINLESS STEEL STRAPS AND FASTENERS CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ET., SEE ARCHITECTURAL PLANS.DO NOT ACCORDANCE WITH SECTION 62B-33.007(3)(1) FLORIDA ADMINISTRATIVE CODE. BUILDING CATEGORY ----------------------- II SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON PAVER & POOL BACKFILL NOTES: EXPOSURE CATEGORY ---------------------- p ALL METAL STRAPS AND HANGERS SHALL BE STAINLESS STEEL. S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL ENCLOSURE CLASSIFICATION ----------------- ENCLOSED ALL WOOD FASTENERS (NAILS, SCREWS, BOLTS, ETC. SHALL BE STAINLESS STEEL TO MEET FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF BE SECURED AND PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. -------------- ) RECORD EOR BACKFILL SHALL BE CLEAN SAND, FREE OF ROCKS AND DEBRIS PRODUCED DURING INTERNAL PRESSURE COEFFICIENT t .18 THE SPECIFICATIONS OF ASTM153 OR BETTER. ( ) EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, MUCK OR MARL. FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO COMPONENTS & CLADDING DESIGN PRESSURES SHEATHING SPECIFICATIONS: CONCRETE SLABS ON GRADE: BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO 90% OF MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY ROOF - MINA", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.131x3" RING SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS THE MATERIALS MAXIMUM DENSITY. �COo�RUCINTENT TI NDOCUMENTS.ANYY TRIBUTARY INTERIOR EDGE STRIP (PSF): LAPPED 6 AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL FIELD ALTERNATIONS MADE PRIOR TO AREA (sf) ZONE (PSF) 'a' = 6'-0" SHANK NAILS ® 6" O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 11. WATER WANDING OR "JUKING"DOES NOT CONSTITUTE PROPER BACKFILLING / BEINGAPPIATE MAY BY LOU RESULPONTIGT IN SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). ADITIONALENG RESULT IN 10 +30.4 -33.0 +30.4 -40.7 COMPACTING AND SHALL NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS. ADomoNALENGINEERINGOR SAWCUTS (FOR SLABS ON GRADE WITHOUT REBAR): INSPECTION FEES. WALL - MIN. 7&", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, > 50 +27.2 -29.8 +27.2 -34.3 FASTENED w 8d 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING FOR CONTROLLED CRACKING CUT A 1 SAWCUT INTO SLAB IN A 5x5 GRID WITHIN 12 HOURS III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE / OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON OWNER AND LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO REQUIREMENTS AT SHEARWALLSDETAIL 13/S1.01. CALL EOR FOR ALTERNATIVE METHODS. IMPLEMENTATION, INCLUDING AT A MINIMUM: 100 +25.9 -28.4 +25.9 -31.6 (1) AUGER BORING 3 MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON i THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE @ 6" O.C. EDGE & FIELD PRE-ENGINEERED SYSTEMS (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE MASONRY SPECIFICATIONS: DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE CONDITIONS FOR IMPLEMENTATION OF A SWIMMING POOL. STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE DESIGNED/ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED O j • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2500 psi PER ASTM PROJECT STATE. REVIEW OF SUBMITTALS BY THE STRUCTURAL STRUCTURAL FILL, IF OTHER CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" NON-ANGULAR SAND, ORGANICS, MARL, ETC...THE CONTRACTOR SHALL STOP WORK AND r/ H • �I•• TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE NOTIFY THE OWNER OR ENGINEER. W • LINEAR INTERPOLATION IS PERMISSIBLE. MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS INSTALLATION OF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW AND THE CONTRACTORS INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE SUPPLEMENTARY POOL NOTES > 7 • PLUS = PRESSURE AND MINUS = SUCTION. CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR HAS FULL < U M STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION ELECTRICAL, AND POOL DRAWINGS. ' • THE DISTANCE a FROM OUTSIDE CORNERS OF BUILDING SHALL BE REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE CONTAINED IN THE CONTRACT DOCUMENTS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR ! DESIGNED FOR EDGE STRIP PRESSURES. BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". PRE-ENGINEERED SYSTEMS SHALL INCLUDE SIPS WOOD FLOOR, WALL & ROOF SYSTEMS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR Uj • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, ALUM. & GLASS WINDOWS, DOORS. SEE GENERAL NOTES FOR DESIGN CRITERIA AND OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING ADDITIONAL REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE U THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING WHICH SUPPORT A PRE-ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER CONTRACT DOCUMENTS. ' t ' VERTICAL REINFORCEMENT WITH 4000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REVIEW OF THE PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE W Q A DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS. IF REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SUBMITTED TO THE BUILDING DEPT. AS ❑ j GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT ENGINEER SHALL BE NOTIFIED. W _ GENERAL NOTES. WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. 00 PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY SHOP DRAWINGS: TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, MATERIAL SPECIFICATIONS: ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE ENGINEER VERIFY HIS THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT DESIGN CONCEPT. THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN ESTABLISHED IN SECTION 626-33.007, FLORIDA ADMINISTRATIVE CODE. z ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). LAP JOINT REINFORCING CONCEPT AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE DESIGN THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT 307 OR ASTM F 1554 GRADE 36. SHALL BE A MINIMUM OF 6". DRAWINGS AND SPECIFICATIONS, WHICH HAVE PRIORITY OVER SHOP DRAWINGS. THE DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC U WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND CORRELATED DIMENSIONS, FABRICATION 62B-33.007 5 m n NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. CLAY MASONRY BRICK PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY AND COORDINATION OF THE WORK WITH ( )( )O Ln METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ( OTHER TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN SHOP EXTERIOR SHALL BE GALVANIZED. BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. DRAWINGS AND THOSE OF HIS SUBCONTACTORS. I� I RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTACTOR PRIOR TO SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE t/4" LARGER THAN CONCRETE SPECIFICATIONS• RESUBMITTAL IF A CURSORY """" " "�" °•• O REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE SUBMITTAL. THE SHOP DRAWINGS WILL BE RETURNED FOR ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CONSTRUCTED IN ACCORDANCE WITH ACI 301. REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S CARTRIDGE INSTALLATION ONLY): ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS SHOWING LOCATIONS OF FILECL7pli� ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, SUBSTITUTIONS OR DEVIATIONS USP CIA-GEL 7000 HIGH STRENGTH EPDXY. REINFORCED CONCRETE FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. ANY OF THE SIMPSON 'SET' EPDXY. CHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. COMPRESSIVE STRENGTH REQUIRED, U.O.N. CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. THE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. SUBMITTED SHOP DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY AWED FOR CODE COMPLIANCE STRUCTURAL STEEL BOLTS: SHALL BE ASTM A325 AUGERCAST PILES f'c=5000 PSI MANNER NOT TO EXCEED TWO WEEKS, PRESUMING ALL NECESSARY SHOP DRAWING CITi'OFATLANTICBEACH WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. PILE CAPS & GRADE BEAMS f'c=4000 PSI SUBMITTAL CRITERIA HAVE BEEN MET AND ALL PERTINENT SHOP DRAWING DOCUMENTS SEEPERMINTSANS FORDCONIAL TIO SLAB-ON-GRADE f'c=4000 PSI REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. QUIREMENTSANDCONDITIONS. GENERAL CONTRACTOR RESPONSIBILITIES CONCRETE BEAMS & COLUMNS f'c=4000 PSI REVIEWED BY: DATE: o- %3 NOTES THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, CIVIL, MECHANICAL, ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI ELECTRICAL AND PLUMBING FOR LOCATION OF MISCELLANEOUS ITEMS (SUCH AS 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND STRUCTURAL INSOLATED PANELS (SIPS) AND BENT PLATES, INSERTS, ETC.) AFFECTING STRUCTURAL WORK, LOCATION OF APPROVAL OF THE STRUCTURAL ENGINEERSTRUCTURAL DRAWING INDEX . j OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR DESIGN AND ENGINEERING DRAWINGS OF THE SIP WALL AND FLOOR SYSTEM (INCLUDING SPECIF. S0.0 GENERAL NOTES & SPECIFICATIONS DRAINS, INSERTS, AND OTHER RELATED ITEMS WITH THE STRUCTURAL DRAWINGS, UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS GRAVITY AND LATERAL LOADS) FOR THE MAIN STRUCTURE OF THE HOME ABOVE THE THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOFFOLLOWS: LITE-DECK REINFORCED CONCRETE SLAB WERE PREPARED BY SIPS TEAM USA, UNDER THE S1.0 FOUNDATION & GROUND FLOOR FRAMING PLAN MOUNTED MECHANICAL EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING SIZES SUPERVISION AND ENGINEERING RESPONSIBILITY OF BARKLEY CONSULTING ENGINEERS, S1.01 FOUNDATION DETAILS AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AS WELL AS '� L:UNCLEAR NDRAWINSCALD]IMFAOENSIONSFRO I WITH ACTUAL EQUIPMENT PURCHASED. ARCHITECT/STRUCTURAL ENGINEER GRADE BEAM (TO MAIN REINF) 3 SPECIFICALLY THE DELEGATED ENGINEER DOUGLAS R. BARKLEY, PE, (FL PE# 49090). THE S1.02 POOL FOUNDATION PLAN SECTION & DETAILS Z DRAWINGS.IF A DIMENSION 5 COLUMNS AND PEDESTALS (TO MAIN REINF) 2" ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION r REFER TO THE SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. SLABS ON GRADE 2" OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE S1.1 SECOND FLOOR LITE DECK FRAMING PLAN "Cor`�iTT°I eo.RsoR COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, STRUCTURAL POOL SHELL 2;� NOT GUARANTEED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD HAS REVIEWED S2.0 SECOND LEVEL WALL FRAMING PLAN STRUCTURAL SPA SHELL 2 THE SIP DRAWINGS FOR COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DRAWINGS AND PLAN NAME MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. FOR THE DESIGN CRITERIA OF THE BASIC STRUCTURE. THE DELEGATED ENGINEEER IS S2.1 SECOND LEVEL SIPS FRAMING PLAN UO 587 BEACH AVE. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR GRADE BEAMS AND PILE CAPS 3" DESIGN/DRAWN/CHECKED RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT S3.0 THIRD LEVEL WALL FRAMING PLAN OMISSION. SPECIFICALLY CALLED OUT ON THE STRUCTURAL DRAWINGS. IT SHALL BE THE 0 cs KJL LAP ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, AND BE FREE FROM LOOSE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION S3.1 THIRD LEVEL SIPS FRAMING PLAN DATE NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF CONDITIONS ENCOUNTERED IN RUST AND SCALE. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. S4.0 STEEL FRAME ELEVATION AND DETAILS 10/04/13 THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL DOCUMENTS. ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. S5.0 ELEVATED FLOORS SECTION AND DETAILS i CONTROL NO. I CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, S6.0 ICF GENERAL DETAILS n Tauss ID. SEQUENCES, AND PROCEDURES OF CONSTRUCTION. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF POURED-IN-PLACE CONCRETE. STT BEAM SCHEDULE AND MISC. DETAILS o CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND O LPA NO. ! SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND O CONT-12-00356 REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE SHEET CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. SO.0 ? REGULATIONS. SHEET;}. 1 OF 13 ! u' ' I I 116'-0" (SLAB EDGE DIM.) .1-4„ 26'-0" (SLAB EDGE DIM.) 6P-0" 28'-0" (SLAB EDGE DIM.) 50'--8" (SLAB EDGE DIM.) 8,-6„ 8,_6» 1 3 j 7'-10" 8'-8y2" 8'-8�2 g'_1" 8'-6" 8'-6" op 16'-1" 1'-3" 16'-1" 16'-0" PILE TO PILE TO 16"x37" CONC. COLUMN w/3-#5 VERT. EA. SHORT Lou Pontigo an Associates. Inc. FACE, 4-#5 VERT. z - - - - - - r i - - - - - - - - - - - �_ EA. LONG FACE \_ 420 Osceola Avenue (10 r/ (ACLOSEOTAL)D TIES #3 Ph. 2428-0908 Florida Fax32250 241-95557 d- 3 79 1 AT 10 OC. 10 I I FL:CA#8344 SC:CA# 5 .12 S1.01 #5012"o.c TOP I I T/SLAB I I AT ALL BEAMS +17.9 I 4 4 4 ( � CONTACT US WITH YOUR COMMENTS (TYPICAL) NAVD S1.01 S1.01 S1.01 COMMENTS @ LP A.COM 3 I I I I I p I 51.01 - - - - 71 - - - - ,,, �� •..., o0 v _ ° T/SLAB _ Iv 53311 w I I I �' +17.57 _ o. .. 0 � #5012' o.c TOP LAB #5®12"o.c TOP I a, s * � N J o �--� 7 REINFORCED CONCRETE I 2 /� AT ALL BEAMS /S NAVD AT ALL BEAMS 8 gTATE \_i w \- TYPICAL d f I Q _i I w #512 o.c TOP I r 1 I AL CONTAB OINUOUSRMED OMATI OFLL W/ ( r NAVD I (TYPICAL) " �.? '_� R'. ., \_i S1.01 (TYPICAL) S1.01 0aA6.,.aa,.�•*. < m AT ALL BEAMS O o #4 C� 12"o.c E.W. BOTTOM w w q J i I ( I �1 _I r I I 7 REINFORCED CONCRETE I \_ w J (TYPICAL) I U) ;.� 0 r o, ( / o pj o REVI r DATE "' of I I in I 7" REINFORCED CONCRETE \- I I w SLAB FORMED ON FILL W/ 8 SLAB FORMED ON FILL W/ �� A CONTINUOUS MAT OF `71 J N SPAN 3 SPAN a, I I I 0- S1.01 A CONTINUOUS MAT OF #4 ® 121EM "o.c E.W. BOTTOM T/SLAB ( � 0, I I I I I I i #4 Co? 12"o.c E.W. BOTTOM I I I I +17.9 I s101 I I I � -6� I I I I NAVD I `° L I w I 9 ICF WALL I � - - - - - - - - - - � S Z S m - - /�� r/`1 f % ( ` FIELD ALTERATION Q N r CONTRACTOR SHALL CONTACT LOU /1 �_ � � r J \_� PONTIGO 8 ASSOCIATES PRIOR TO - r U1 � MAKING ANY STRUCTURAL FIELD " M 24"x 37Y2" •0 N C. •C U M N = 8 8 -6 7 -8 w I _ FROM THEINTENT of IVI ORI. NY 4" BREAKAWAY CONC. S1.01 O FlEELD�ALLT RRNNAATIONSMAADEPRIORTO 9 10 - /4-#5 VE T. EA. ACE L - J �. /-SLAB w SAWCU TS @ V-5" BEING APPROVED BY LOU PONTIGO S 8 3 CLOSE TIES �T I M • / i!) ACURB DD ONAL ENGINEERING OR S1.01 S1.01 CIATES MAY RESULT IN N ,# 0 5 -0 o.c, SEE 13/S1.01 +17.57' NAVD INSPECTION FEES. S1.01 10 OC. I m i HSS 5x5X ' I 7 I �nV) n INDICATES DIRECTION OF S1.01 INDI STEEL COLUM _ OUTER BARS WITHIN 8 - REINFORCING MAT. SEE I T/SLAB _ S1.0 1. 1 d- I � � � • 12 S1.01. Y . FOR POOL AND w o 0 0 H � I _ � i� NAVD EXTERIOR PATIO cD F- o o 0 r/ _ _ _ _ _ _ FOUNDATION PLANS oo 00 o N D A T I 0 N LEGEND REFER TO SHEET S1.0211 N w m W FOUA- 911 ^ J 1 F ALL rn a � 0 > 7 r �� 14" DIAMETER AUGERCAST PILE - --- INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEMENT I 49'-0" (SLAB EDUE DIM ) - - - , » t INDICATES DETAIL NUMBER '-11 2' 9" ' 10'-10" - t.o BUILDING AND SHEET NUMBER = �+ INDICATES t- DIRECTION OF OUTER BARS WITHIN Q in INDICATES J REINFORCING MAT. SEE 12/S1.01 J I I 12x22 BREAK-AWAY CONIC. _ `..L.,, °- °� _7:CURB TO SUPPORT WOOD DENOTES VERTICAL CONCRETE ELEMENTS 9 ICF WALLC) LIJ U x" a `� I I DECKI G, SEE DETAIL 1/S1.0 N Lo g 8 DENOTES 11" ICF WALLS U.O.N., SEE 2/S6.0. I I 8 ^ S1.01 o S1.01 S1.01 CO NOTES: Z 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. PW I . . . . . . . . . . 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES / \ \ \ Uj Q AND STEPS NOT SHOWN. r f % Z Ll 3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO - - \_� - 10'-95/8" 9'-23/g" r ^ CONSTRUCTION 7-8. L1 J v� 6 I , 71 10 o.c TOP T/SLAB 8 BEAMS +17.9 S1.01 _ NAVD S1.01 0 --- (TYPICAL I o O \\ o ^ (� ^ w 7" REINFORCED CONCRETE I r00 `i o SLAB FORMED ON FILL W/ I \- d- C° w U w A CONTINUOUS MAT OF N m J Y3 SP�N I� #4 ® 12 o.c E.W. BOTTOM #5012 o.c TOP I I ' I AT ALL c° FEMA RELATED DESIGN CRITERIA Q - - BEAMS (TYP.) FOUNDATION s s r FEMA RELATED DESIGN CRITERIA r FEMA (BFE) - FEMA VE 13 (NGVD) + 1 FT FREE BOARD = 14 (NGVD) _ +12.9 NAVD A P MONUMENT NUMBER - R050 DE EL.+17.73' NAVD GROUND 100 YR. STORM ELEVATION - +16.4 NAVD (FROM MONUMENT) T FINISH DECK* � 100 YR. STORM DESIGN GRADE ELEVATION - +4.4 NAVD (FROM MONUMENT) T/ 8 4 Q S1.01 S1.01 FLOOR BOTTOM OF PILING - -14.4 NAVD 2x8 SYP No. 2 BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +16.4 NAVD ® 16" O.C. _ 0 4" BREAKAWAY CONIC. 1�_3» g�_23 „ g,_23/„ _ 8 g•_233/8» g�_23�8�� 1�-3" 6" FRAMING `E CONSTRUCTION CERTIFICATION STA IEE SPACING HAS BEEN REDUCED TO LESS THAN 8:1 RATIO (PER BURRIED MIN 12MENTS " _i SLAB w/SAWCUTS ® �8 8 V) PLAN AT THE FEW LOCATIONS WHERE THE P 5'-0"o.c, SEE 13/S1.01 FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS INTO GRADE _i 49'-0" (SLAB EDGE DIM.) [� DO AND TRAPPED DEBRIS. l- HENOTSCALEDIMENSIONSFROM 12"x22" BREAK-AWAY CONC. CURB Z THESE DRAWINGS.REFERTO THE S w/4-#3 CON T. & 3 CLOSED UNCLEAR REFER TO THE FOUNDATION AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT „ # 1 W ARCHrrECTueALHEE0 GsoR DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE TIES AT 12 O.C. (TYP) C COPLACTTHEE.E BUILDING COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE FOUNDATION Et PLAN NAME INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQUIREMENTS'. 587 BEACH AVE. AUGER CAST PILE FOUNDATION GROUND FLOOR FRAMING PLAN O DESIGN/DRAWN/CHECKED 1. FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 CS KJL LAP PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION AND 2.6 KIPS IN SHEAR. AS PER GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, UES PROJECT No. SCALE: 1 /4" = 1 '-0" I- DATE 0930.1300083.0000, UES REPORT No. 1038313, DATED MAY 28, 2013. 10/04/t3 NOTES: CONTROL NO. 2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. 12"x22" BREAK -AWAY 1x4x12"Ig KEYWAY 1 . THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. W - 3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. CONIC. CURB w/ 5 -0 MAXIMUM WIDTH AT POUR BREAKS FOR GENERAL FEATURES DIMENSIONS CONDUITS ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE p„ TRUSSID. 1x4x12"Ig KEYED JOINT EACH PANEL (TYP) ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. � 4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AT 5'-0" O.C. BREAK 0 10 LPA No. AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH REBAR AT JOINTS SECTION A- A 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. CONT SHEET 356 THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH ^ SHEET l AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED �` S1 .0 PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE 1 SECTION 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF ACCORDANCE WITH ASTM D1557. EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD S1.0 SCALE: 3/4" = 1'-0" SHEET 2 0l 13 UPON COMPLETION OF THE AUGERED PILE WORK. i EXTEND BARS TO WITHIN 3" OF TOP OF SLAB (TYP) AL T PILE VARIES #5 @ 12" OC TOP C'ONCRE ET SLAB SEE PLAN 1/3 SPAN TOP REINFORCING 1/3 SPA TOP REINFORCING 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING BEND OVER BARSV 2-#4 SUPPORT INTO GRADE BEAM/SLAB - #5 @ 12" OC TOP Lou Pontigo and EL. +17.9' NAVD EL. +17.9' NAVD IlkAssociates, Inc. • Y TOP OF SLAB TOP OF SLAB � • � � • -- • • • • � • • • � • • • • • • • • • • ' ' ' 420 Osceola Avenue -� r--- 0 - #4 @ 12" OC EA. )ax. [leach, Florida 32250 7 STRUCTURAL o \ // 4 C� 12 OC EA. I # Ph. 242-0908 Fax. 241-9557 00 CONCRETE SLAB N / WAY. BOTTOM 2-#4 SUPPORT w I w WAY. BOTTOM • • • • / �- • • • • J FL:CA#8344 SC:CA#3579 / • - PILE CAP SEE lie0 AUGER CAST PILE ------ M PLAN FOR LOCATIONS EL. +16.4' NAVD CONTACT US WITH YOUR COMMENTS o GRADE BEAM REINFORCING w/ 6-#5 x LONG w/ CONTINUOUS THROUGH EL. +15.9 NAVD BOTTOM OF GRADE BEAM OM �13SI@4p,,,�,COM #3 TIES 12 oc PILE CAP, SEE SECTION 1'-9" IV M PILE Bc 3 S1.01 BOTTOM OF PILE CAP GRADE BEAM REINFORCING, `.°.•' SCE/ O ANCHOR PILE � ��n•'� � 4-#5 TOP & BOT. W/ #3 � s° OUTLINE OF GRADE BEAM TIES ® 12" OC :° No. 11 SECTION BEYOND, SEE SECTION N,,,,. 14"O AUGER CAST PILE 2/S1.01 PER DETAIL 1 S1.1. SEE -c► ® STATE ° / / TE F ; PLAN FOR LOCATION �� .•A- e 3-#5 EACH WAY 1 -2" S�� x...0.4 c° ABOVE PILE � 0 GRADE BEAM AND STRUCTURAL SLAB REVISIONS DATE BOT PILE SINGLE PILE CAP AND STRUCTURAL SLAB -14.4 NAVD TYPICAL TYPICAL POOL HOUSE PILE ANCHOR PILE 1 ELEVATION r2 - SECTION rT-- SECTION S1.01 SCALE: 1/4" = 1'-0" �-o SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-O" FIELD ALTERATION 1-#4 HORIZONTAL @ 48" O.C. ALTERNATE SIDE ORIENTATION CONTRACTOR SHALL CONTACT LOU 1-#4 HORIZONTAL ® 48" O.C. PROVIDE FIRST BAR 12"f a 11 ICF WALL Po MAKING AWSTRUCTURAL FIELD ALTERNATE SIDE ORIENTATION ( SEE 2/S6.0 FOR MODIFICATIONS WHICH MAY VARY (PROVIDE FIRST BAR 12"t a 2-#4 SUPPORT ABOVE SLAB) FROM THE INTENT OFTHE ORIGINAL _\ REINF. FIELDALALTERNATIONS MADucrION E RI a TO Uj ABOVE SLAB) 5 DOWEL BAR WITH 6" 90° #4 ® 12" OC » • 1-#4 HORIZONTAL @ 48" O.C. BEI GAPPPRO E BBYYYOOUUPONTNOa # #5 Ca? 12 OC #5 DOWEL BAR WITH 6 90 AL ALTERNATE SIDE ORIENTATION AASSOCIATES DDITIONAL ENGINEERING OR #5 @ 12" OC TOP W/ STD 11" ICF WALL, SEE HOOK EMBEDDED 12" INTO TEMPERATURE TOP W/ STD 90° BEND HOOK EMBEDDED 12" INTO INSPECTION FEES 90° BEND 2/S6.0 FOR REINF. GRADE BEAM, SPACE TO MATCH REINFORCING 1/3 SPAN TOP REINFORCING GRADE BEAM, SPACE TO MATCH CONTINUITY Z- BAR (DOG LEG) (PROVIDE FIRST BAR 12"t • VERT. REINF. VERT. REINF. ABOVE SLAB) 1/3 SPAN TOP REINFORCING Q a AT STEP LOCATIONS 4 2-#4 SUPPORT ° II t/I TOP OF SLAB AVD 11" ICF WALL All ,� EL.+17.9' NAVD __� G ADE BEAM TOP REINFORCING SEE 2/S6.0 FOR #5 DOWEL BAR WITH 6" 90' • TOP OF SLAB Z-BAR AT STEPS REINF. . 3 - C UOUS THROUGH PILE CAP HOOK EMBEDDED 12 INTO #4 © 12 OC 7" STRUCTURAL SEE DETAIL ABOVE. GRADE BEAM, SPACE TO MATCH „ EA. WAY 1 • • • • \ \\ 1-#5 CONT. f- #4 @ 12 OC EA. 7 STRUCTURAL I �� -! BOTTOM. CONCRETE SLAB N I --- • \�f _ VERT. REINF. CONCRETE SLAB N O WAY. BOTTOM • • ' o- OUTLINE OF GRADE - ' � BEAM BEYOND, SEE � EL. +15.9' NAVD �- _ � EL. +17.9' NAVD • LL MONOLITHIC CONCRETE TOP OF SLAB + 4 NAV SECTION 3 S1.01 BOTTOM OF PILE CAP II GRADE BEAM, SEE PLAN �--� / FOR LOCATIONS BOT OF GRADE BEAM GRADE BEAM TOP REINFORCING 1 2» • • 1'-9" CONTINUOUS THROUGH STOP GRADE BEAM BOTTOM LD REINFORCING AT P - �\ GRADE BEAM REINFORCING, PILE CAP, SEE SECTION 3/S1.01 PILE 30 L U• • • • � SEE 3/S1.01 3-#5 EACH WAY #4 ® 12" OC EA. MONOLITHIC CONCRETE Q GRADE BEAM SEE PLAN EL +1 NAVD z ABOVE PILE WAY. BOTTOM , BOTTOM OF GRADE BEAM Q 1'-3" FOR LOCATIONSL9 14"0 AUGER CAST PILE #4 ® 12" OC EA. L9 = w PER DETAIL 1/S1.01. SEE 2,-6» WAY. BOTTOM GRADE BEAM REINFORCING, 1,_9» GRADE BEAM AT EDGE CONDITION SEE 3/S1.01U 00 PLAN FOR LOCATION W SINGLE PILE CAP AT EDGE CONDITION GRADE BEAM AT RECESSED SHOWER Q U W _ �-o 4 SECTIONK-5 -� SECTION 6 SECTION m F 3/4 = 1 -0 �-o SCALE: 3/4" = 1'-.0" S 6 SCALE: 3/4" = 1'-0" i #4 @ 12 O.C. 4 SUPPORT 4Y4" CURB 2- W I EA. WAY. BOTTOM 7" STRUCTURAL EXTEND TOP # MONOLITHIC CONCRETE #5 0 12" O.C. CONCRETE SLAB REINF. 31" w/1-#5 CONT AND #3 #5 @ 12" OC GRADE BEAM, SEE PLANIn 8 STEP HAIRPIN AT 8 OC. FOR LOCATIONS " W/ STD 90° BEND MIN INTO TOP W/ STD 90 BEND 2" CLEAR 3 CLEAR EL. +17.9' NAVD 10" SLAB w/#4 ADJACENT 1/3 SPAN TOP REINFORCING z I GRADE BEAM 1 p DEE SAWCUT w • • • • O TOP OF SLAB © 12 O.C. EA. • w ELASTOMERIC SEALANT ' • • WAY. TOP & BOT 00 i� v SLAB ON GRADE, -I 3" • • . • SEE PLAN (0 Ll-:::: • • • • • • • Q f - EL. +16.4' NAVD V _j BOTTOM OF Z#4 @ 12" OC 7" STRUCTURAL1'-9" GRADE BEAM 1 _g 2 -0 EA. WAY. BOTTOM CONCRETE SLAB Ei • ' • NOTES: PROVIDE SAWCUTS TO CREATE GRADE BEAM REINFORCING, SEE 3/S1.01 GRADE BEAM REINFORCING, GRADE BEAM REINFORCING, GRADE BEAM 2> SAWC APPROXIMATE 5' X 5' MAX.N SQ. 6-#5 TOP & BOT. W/ #3 SEE 3/S1.01 CONCRETE N C R E TE C O 12 HOURS OF CONC. PLACEMENT. GRADE BEAM W 84 TO " STEP TIES C� 6 oc 1'_9" VER DETAIL GRADE BEAM SECTION 9 AT EDGE CONDITION 11 SECTION 13 SAWCUT DETAIL FOUNDATION �-01 SCALE: 3/4" = 1'-0" �-o SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" �-01 SCALE: 3/4" = 1'-0" DETAILS EXTEND TOP REINF. 31" MIN INTO ADJACENT GRADE BEAM SEE PLAN SIPS WALL PANEL OUTER BARS. WHERE L) #5 C�? 12"o. TOP W/ STD 90' BEND P OF SLAB & CONNECTION REQUIRED [� DO NOT SCALE DIMENSIONS FROM " 1/3 SPAN TOP REINFORCING / A BY OTHERS Z THESE DRAWINGS.IF A DIMENSION IS 1-#5 CONT. 9Y2" CURB POURED v W ARCpniql- A HITECTURAL0 CONTACT DRAWINGS o.RCLEAR REFER TO SOR 4 4jjTdO MONOLITHICALLY WITH-�- j Q x SLAB U ;LANAINAME 58BE AVE. ,a a ----4 J d EL. +17.9' NAVD d a . 2" CLR 0 O DESIGN/DRAWN/CHECKED 2-#4 SUPPORTY 4_ , .• .� • . °• • • • TOP OF SLAB cs KJL LAP 2 LAYERS OF �- DATE co INNER BARS 6 MIL VAPOR BARRIER 10/04/13 7" STRUCTURAL GRADE BEAM REINFORCING, CONCRETE SLAB _ - LAP SEAMS 6 #5 TOP & BOT. W/ #3 2 0 GRADE BEAM REINFORCING ( ) CONTROL NO. TIES CcD 6" oc SEE 3/S1.01 • • • • SLAB REBAR PLACEMENT a TRUSS ID. 1,_6» N T S GRADE BEAM BOT OF GRADE BEAM 0 LPA NO. 10 Q CONT-12-00356 8 AT GARAGE RECESSK7� GRADE BEAM AT GARAGEr,2SECTION SHEET _ , » _ , » S1 .01 �-o SCALE: 3/4" = 1'-0" �-o SCALE: 3/4" 1 -0 S1.01 SCALE: 3/4" 1 -0 SHEET 3 OF 13 I ISI ♦_/ LJ I T/CONC. CURB 1' 0 +17.57' NAVD 32 0" 01 4" BREAKAWAY CONC. 3 '-0 9" 10'-2' 10' 2" 1 '- 9" » - - - SLAB w/SAWCUTS 5'-0"o.c, SEE 13/S1.01 S1. - - - - - - - - - - - - - - - - - Lou Pontigo and I Associates, Inc. I 4- T/SLAB I _ - - - _ - - - _ - - - - I I 420 Osceola Avenue +17.73 10" gPILE TO PI E I lax. Beach, Florida 32250 NAVD __ __ _______ I I I I I I Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SO CA#579 ADD. #4@12"xp'-0" I I I CONTACT u5 WITH YOUR COMMENTS - 1 p I I I I I I I I I PAVER STONE AS PER COMMENTS @ LP A.COM If r ARCH DESIGN. J i li 4)-Opp » swpMp!•Fp ` o I I ---- - -----------1. WATER LINE �� - 4�GEN ,�� N _. © \ + e I _ No. 53311 e T/GONG. iv - ---- I I 1 i ` � o BOND BEAM °TATE (aF ° • �6 I 113' -6" PILE TO PILE - � - - - - � L - - - - - � I SEE = `� N +17.57' I . - - - �� I I 6 1 ' l4RI •° . CURI I I � 4/S1.02 � = � UNAVD t r I I ••® ..m,.,m.v:, , _ ♦_/ �_/ ♦_/ ♦ / � � SEE 5/S1.02 .,<��® POOL s e I- ii ° I I - - - - - - - - - - - - - - - - - - - - - - - - - i \\ REVISIONS DATE i 12x22 BREAK-AWAY CONC. bX1411100 /� ao \j/CURB TO SUPPORTWOOD 7 2 1' » I �\\�' //FRANGIBLE PAVING, DECKING, SEE DETAIL 1/S1.0S1.0S1.0 TY ` --- --- - ---- ---- SEE ARCH ------ - - ----- 6" CONCRETE POOL SLAB, SEE 4/S1.02 12"x14"MIN. BREAK-AWAY GRADE BEAM BEYOND CONC. CURB T/CURB FIELD ALTERATION - EL. 16.90' NAVD CONTRACTORASSSOCIATESALL TACTPRIOR LOUO _ _ TRUCTURAL FEW SEE 1/S1_0 FOR REINFORCTING _ _ _ _ _ _ _ _ TI ON MODIFICATIONS- MAKING ANY M THE TOF MAY AR � - _ _ - _ _ I -_ _ 2 ONSTRUCTIO I DOCUMENTS.SMAPANTHE Y 2x8 SYP No.2 - - - 1 - - - - - - -- - - - FIELD ALTERNATIONS MADE PRIOR TO X1 Lj FOR OUSE AT 16" 0.C. S1.0 SCALE: 3/8" = 1'-0" BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUND TION FER I f SHEET S1.0 >< T 12x22 BREAK-AWAY CONC. CURB Ile - r - - - T/CURB EL.+17.57' NAVD 1 SEE 1/S1.0 SIMILAR 0 LL r/ UJ POOL AND EXTERIOR PATIO PLAN 0 _ SCALE: 1 /4" = 1 -0 1'-2 3/4" 12'-9 1/4" Z1'-0" SEE f-----------------------1 12'-9 1/4" WATER LINE 6/S1.02 I I WOOD DECKING, W TYPICAL AT STAIRS, C. EA WAY ENTERED �� I WOOD DECKING, 7 3/8" 3'-2 3/4" 3'-2 3/4" 7 3/8/- - ----------------- SEE 7/S1.02 SIMILAR. HOOK EA END I I SEE 5/S1.02 „_ SEE 5/S1.02 12" POOL SHELL I � - ,--------------------I U 6 SLAB w/#4 ® 12 i w/ #4 C� 12" OC. „ o I I OC. EA WAY CENTERED- VERT & # 4 ® 12 HOOK EA END 1 I I O U I OC HORIZ. EA FACE - - POOL '------------- - o -'-- --------------- 46x20 GRADE - - - - - - - - - - - - - 8x22 BEAM SEE SEE TOP & BOTT. & I I 8 S1.01 8/S1.01 BEAM w/7-#5 w/2-#4 I I I / Z 3 STIRRUPS © 12 O.C. oo ___------ r-- Z TOP & BOTT. & # -- __ 8x22 BEAM 19/� MIN-19)2 MAXx37 DEEP 3 STIRRUPS C�? 36x20 GRADE BEAM _r � i - 1 � 1\/X\ \ \ \ \ I 3 " W # I I /\/\/\/\/\ w/2-#4 TOP & BOTT. & S E C TI 0 N BEAM w/3-#4 TOP & BOTT. W i WOOD DECKING, \/�\�\/� 12" O.C. SEE w/6-#5 TOP & BOTT. & I 1 N � �4/S1.02 SIMILAR SEE 5/S1.02 GRADE i I - = _-____ 1'__ I 3#3 STIRRUPS 0 12" O.C. BEAM 00 °° � -- � � " " SEE 4/S1.02 SIMILAR -_I -- ---------�--- I--------- J #3 STIRRUPS 12 O.C. " & #3 STIRRUPS ® 12 O.C. ( n BEYOND - - S1.0 SCALE: 3/8 = 1'-0" I � 6" CONCRETE POOL Z 1 SECTION SLAB, SEE 3/S1.02 Q S1.0 SCALE: 3/8 = l'-Op'- 0 U 4 ° I • ° 6" STRUCTURAL CONCRETE #4@ 12" O.C. w/STD HOOK ' -,U-b POOL SHELL WALL E.A. END AS SHOWN ° 4° d #4® 12" O.C. E.W. PILE POOL ° ° ° TYPICAL AT STAIRS. `d 6„ #40 12 O.C. EX 12x16)4 �EA°M. ° • ° FOUNDATION SEE PLAN FOR ADDITIONAL TYPICAL AT SUN-BED REINFORCING AT INTERIOR 4 w°/2-#4 TOIL to #4 ® 8" O.C. SEE ARCH PLAN t a SUPPORTS. °&, BATT. & CENTERED & PILE °#3 STIRRUPS ° a HOOKED TYP. w v a �A ° 6' PAVER STONE AS PER a ° SECTIONS 4 VERTICAL ® ARCHITECT DESIGN 1 -0 12 O.C. # I A.° ° 12x20 BEAM cwn Q d° 4 4 w/2-#4 TOP & BOTT. & ° ° ° DETAILS 12 O.C., CENTERED 6" STRUCTURAL _ �,�EL.+17.73' NAVD 4 . a ° #3 STIRRUPS 0 12" O.C. a Q � In CONCRETE SLAB WATER LINE EL.+17.57 NAVD J, N ° ° Y T/FINISH DECK ° 4 SEE DETAIL DO NOT SCALE DIMENSIONS FROM ° ° ° 7 THESE DRAWINGS.IF A DIMENSION IS 4 HORIZONTAL C�? T/CONC. CURB o 6" STRUCTURAL ` Q '° 4/S1.02 FOR UNCLEAR REFER TO THE SEE DETAIL a 4 12" O.C. CENTERED --- - N 11I CONCRETE SLAB ° a 4 S1.02 FOR ° ° ° a ° ( ) W ARCHITECTURAL DRAWINGS OR / ° a REINF. TYP CONTACT THEE.O.R ' Q ° _ 4 REINF. (TYP) ° ° ° ° a - - ° 14 ° c� . 2x8 SYP No. 2 °. • ° • • ° ° a -Q--------- • PLAN NAME ° _ U 587 BEACH AVE. °4 6„ WATERLINE ° I a a e ao ° 00 � C�? 16 O.C.0.C. ° ° • • • • ' " TILE ° I 'd 4° ° 1 0 1 O DESIGN/DRAWN/CHECKED a 0 4 #4 12 O.C. BOND BEAM w/4-#4 1 °. ° SEE 4/S1.02 ix- 4 Q 1 EA. WAY CENTERED CONT. & 3 CLOSED ° 4° GRADE BEAM, cs KJL LAP # SEE 4/S1.02 I M FOR REINF. (TYP) i� I ° DATE BEND OVER VERTICAL #5 4 HORIZONTAL TIES AT 12" O.C. (TYP) ° a SEE PLAN 10/04/13 # FOR REINF. (TYP) , . AUGERCAST PILE REINFORCING 12" O.C., CENTERED d #4 VERTICAL CONTROL NO. 30"x20" GRADE BEAM INTO GRADE BEAM/SLAB 12" O.C., CENTERED w/5-#5 TOP & BOTT. & R PILE SEE 1 S1.01 W _ „ 2 -6 14 � ANCHOR / GRADE BEAM, TYPICAL STAIR � �� TRUSS ID. #3 STIRRUPS 0 12 O.C. (TYPICAL 8 LOCATIONS) 2 -6 SEE PLAN 21-60' � LPA NO. 30"w x 20"d STRUCTURAL GRADE BEAM AT EDGE TYPICAL COPING/EDGE DETAIL 1 POOL COVER Z SUN - BED C CONT-12-00356 0 4 SECTION 5 SECTION 6 SECTION 7 SECTION SHEET 1.0 SCALE: 3/4" = 1'-0" S1.0 `.KALE: 3/4 = 1'-0" 1.0 SCALE: 3/4 = 1 -0 S1.0 11 SCALE. 3/4 - 1 -0 S1 ,02 „ ' " SHEET 401=13 i I i ( RF f ' I 5 Lou Pontigo and I STEEL FRAME LINE Associates, Inc. S5.0 I EE 1/S4.0 420 Osceola Avenue 14" LITE-DECK CONC. SLAB 4x4- - -- -- - -- - - -- - - - - _ _ _ r 32250 W/ W2 1 xW2 1 W.W.F.WWF Ph 242 0908 Faxa241 9557 - 6 - F A#834 A#3 I - - TOS +111' 6" I I I I 1� Tr TT FL: 4SC•C 579 � I I IB 61 1 I I I I -r 1 r-r � B 6r r- -i T I 1 p I i ( I I CONTACT US WITH YOUR COMMENTS II II 8 II II II II ^4B I 1 j � . . . 1 j _ _ I I 1 11I I 1 COMMENTS @ LP-A.COM L 1 . .. . . . . . . . �. I I rIB-61 IB-6 1 1 1 I 1i 155.01i1 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i - -- - --I---� t --I-I- }- -- - --- II II � I I I Y I � . . . . . . . . . . . . . . . t t-iB-1I I IB-4-iQ I I I I I I I IQ � I I I I un,„!!!!�� I I I I I I I 1 I I I ' �1 I I I o``\l\ P' P ♦ejeji Q i. . a. 1 a i d. l Q L .1. . 11- I I I I I W �,Q �� ,..u..r • N I i t I I I I I I LJ m. m w . . . . ,,, . W i � � pl I I i I H ..I I I I � �.I .�` � .•• (:+ N71 I . . 1 L . . . . m1. m1. mj- la1 I I I I I i I I I I I I I I I I I o1 I I ' `"// � J J J J . -j I IQ I I I I I I I I I IQ I - �. . . �. , , . . W >." I � rI I I 10 I I I I I I I ciI I I I I I I I I cil i I I I I M o. . . . _ 8 1l4 o I W I 11 5,1 I I I I I - �I i I N0.5 o v. v v v v p l I I I I I I 3311 �. . . . ROOF X. . x . X I I I I Im I �I 11 N. _ . _ . . . . . - . . . . . - 11 1 p I I I I I I I _ I 1 I I I I I I Ia01 1 - 6 SAT � I i .1 I .L PANELS M. 1 M I M I I I I I I 11 I I I r-1- I I I I I I I I I a-1" �i 1�\ '1 I a-�'_ _i,�` I I I 1 1 I .o; STATE CJF r INI I I I I IrOI i I I I I I I I I I I I I I I I I 4 `. tL a. . . . �. a a a . . . . M . . . . ml , , I I I I I III I I I I . . . . . . . . . . . I I IiI i t I I I I I I I I I I I ; I I I I I 1 \ I ', I I I i I I I I I `\ 1 `\ I I I I I I � I I I I I I I I i I I 1 mi i i i i l � i i i i I I I mi i i i 1 ' 3 r II I r I, l I I IS:,- /,S1.1 I I I I I S /151.11 R I I I I I I I I I I I I I I SLO r (S5 Q I I I I I ( I I I I I I I I I I I I I I I I I I l i I IR N GI I I I I 1 1 i I I NII'f I I I I I I I I h I I I I I I I Ic H \L., O I I I i t I I I I I 1 1 SIM I I I I I l0 I I I I I 10 I I 1 1 I IE I I I I I I I I 1 I II 1 i. . . j 55.0 I I �I I_ I I I I I I I I I I � . . . . . . . I�- L . L 1. L I. . . 1 �I I I I I I I I I II I I II L - vl vl o I I II I II II II II II -J---- --1J-L----L1 B -I-- 1----1JJ- J_LIJ--1LJ _IJ--J1---I-I- -LL--I-1-- I I 1 � r FIELD ALTERATION - - - - - - . . . . . . . - - -- -- - - -- ---- -- - T-T- 1 T T T- 11 T T'-1�' � I T T T I I 1 Z � CONTRACTOR SHALL CONTACT LOU i I E3-11 I I I I I I I I I to I I I I I I B-41 I I I I I (_n I I I I I I I PDNTIGo 8 ASSOCIATES PRIOR TO I I I I I I I I I I I I I MAKING ANY STRUCTURAL FIELD 0 0 MODIFICATIONS WHICH MAY VARY I I I 7) I I I I I I I I I I EXTEND B-4 TO FAR FROM THE INTENT OF THE ORIGINAL GARAGE W SIPS STRUCTURAL INSULATED I 1 1 1 1 1 11 11 1 1 1 1 1 I I I I I I I I I CONST'RUCTIONDOCLMENTS.ANY / ( II Q Q SIDE 0 F BALCONY FIELD ALTERNATIONS MADE PRIOR TO PANELS), SEE PRE-ENGINEERED SIP SHOW J II OPEN TO 1 1 1 I I 1 1 I I 1 1 1 1 1 I oI I I I I I i 1 1 1 1 1 1 oI I I I I BEING APPROVED BY LOU PONTIGO8 > I BELOW I I I I I I I w l I i l I I w l l I I I I ADD ONAL ENGINEERING OR DRAWINGS, DESIGN BY DELEGATED J I I I I I I I I ( I I I---I I �I I I I I I I I �I I "�I I I ONALTIONFEES. ENGINEER. SEE GENERAL NOTES ON SO.0 w 1 1 1 I I I I 1 1 Q 1 1 I I I 1 1 all 1 1 FOR ADDITIONAL INFORMATION 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I I I I I I I I I I I I I I a I ( i t I I a- 00 I II I I I I I I I I I I I 11 01 1 1 1 1 1 i 1 1 1 01 1 1 1 1 1 1 I I I I I I I I I I I I I CV II I m I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 X I I I I I I I 55.0 ISTE CO� MN, I I I I I I I I I I I I I I I I I 4E 1 4.0 I I I I I j III I ___ __ _ I I I I I ___ I I I I I I I I I I -_ 2x12 JOIST @ 24" O.0 2 --- ( I I I I I I I I I I I I _ q"I I I I I I I I I I • I 2#7 TOP 51.1 F' r•l� I I 1 1 1 I I 1-1" CONVENTIONAL FRAMING 4x4-W2.1 W.W.F. (AT EA. CONC. JOIST ATTACHED TO LVL BEAM I B--1'7 Irn1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I CENTERED IN SLAB. AS SHOWN ON PLAN TYP) p 1 1 1 1 1 1 1 1 I ; I I I I I ImI I I I I I I I I , I I I I I I I I I I I I , I I I • 2x10 LEDGER FASTEN TO LL 10°1 l i l l , I ( I I I I ; I I I I I i I I I I , I I I ; I I I W �► x=X x Q=xo-x Q x BEAM w/(2) ROWS OF B- STARTS ON I I \�, I I I I I I ml I I I �\,1 I 1 1; 1 1 7 5i�"x5" TITEN HD FAR SID OF ICF ALL 1 1 1 1�-►____-I- I 11 I I I 1 1 1 1 P��____-1-'I 1 1 I II II II II I II II II II II II I II II II II II I j ANCHOR @ 10" O.C. STAGERED I I I I I I I I I I I I I I I I I #3 @ 0 14 LITE--DE(`-1K NC. SLA I I I I I I l i I I I I I i t I i 4 4- .1 X 2.1 W I I I I I I I I I I I I I I I I I I I I z LITE-DECK 12" OC. ° I I I I I i i I I I I I I I I I I I I I I JOTS 6" 1'-6" 6" T .S. +1 I I I I I I I I I I I I I I I I I I I I I Q 2-#7 BOT. CONT. HSS 5x5xY4" 1 1 1 1 1 STEEL COLUMN I- I I I I I I I I 1 1 �� I I I I I cn I I I I I I I I I I I I I I I I I I I I i v~i l I 11 11 Ill �LD 7 w O I I I I I I I I I 1 0 14 LITE-DECK SLAB ABOVE AND BELOW � -, I I I I I I CONC. BEAM 4A I I I I Q I I _ I I I I I I I I I I I I Q SECTI ON 55.0 1 1 1 I I I I p i I 1 1 1 1 1 1 IQ 11 I I I I I I I l p l l IUj �' 1 1 1 I I I I Iw �I I I W I I I I I 1 1 1 A 1 1 1 1 F I r 1 1 I I I �I T/9 ICF WALL, I 1 8 Q I I 1 6 1 I IQ I I 0 1 1 a l I I I I I I I w SCALE: 3/4"=l'-O" SEE ARCH 1 5.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i EXTEND 6-11 TO FAR I I I I I S I I� I I I 0 1 I SIDE OF BALCONY 1 10 I I I I I I I �- I I coHEM T 1-I--7TH ----L - --- j Q .-1 iii r �- Q I IQ �I I I I _ I I I I al I IB X11 II II II II it I I I IW rl - I -'�-- T7� T- I I I Iw >I I - 1 I I I I w r l 1I- ti~-I 1 0 1 1 I 1 1 B 51 1 0 I I I I H �F 1 p 1 1 1 1 I i i 0 I I I I I M I I I I 1 1 1 ( I I IQ --1 1 1 1 I w 1- 5 T= 8" OR UNDER I 1 `r i I I 1 1 I d 1 1 1 1 1 ~ I i I I i i V) •• � # I I ai I I I I » 11051 1 i i i i i i i i i i i �1 1 I � Ln N U 2-#5 T= OVER 8 I I I II I I 11 I I I I I I I I I I I I I� OI 1 i I 1 1 1 1 i I I I I I � I I I I Ip OI I I I I I I i I I I I i I I I I I i 1 1 1 1 I I I IF- HSS � I I I I I II II II II II I II II II i i 1 1 1 1 -T- HSS COLUMN i I I I I I I-1----J� I I I I I-L----1�I I I I i I I I i 1 1 1 `f` I I I I I I Fl-#5 T= 8" OR UNDER t SEE PLAN I �' I'\ I 1 1 1 I I i ( I ,% '\ I i ► ' I ,` /4 2 I I l i l l l I I I I I I I I i i 1 1 I 1 I h ! 2-#5 T= OVER 8 S5.0 tV ' I 1141 1 1 1 ' I I I i I 1 1 ; 1 1 I I I I 1 io I ! I I m ; CL � o �! i II I I i m �\ I I I I I I I m1 1 1 I I T = WALL OR SLAB 0°I 1 1 1 I I `\ I I 1 1 1 1 I I 1 1 1 i I i i i iiII i 1cc c0 I i I I �` ---- L' vj,A- ° T WALL,THIeKNESS I I I I I I I I I �i I I I I I I I I i I I ai 1 1 1 1 1 T/WALL, I w � �I I I I I Iwai I I I I I I SEE ARCH ( 11 1 �1 1 0 1 1 1 1 1 I 1 1� >> T- 9"x8"X3A4" W/ I I Q i i t IQ I I 9 l I I 10 1 10 11 1 1 I ° BEAM B-17 HI I I I I I I I I I I I I I 1 1 I 11 11 1 1 6' 4- /p bx81g WELDED I 1 1 I� LOI I I I I I I I I I 1 • 01 I I I I I I i 1 1 I I V a I 1 i t i d I S5.Q I i l l ( I i IS5.0 In_ 01 1� 11 I I HEADED STUDS a I 1 11 01 1 11 -_i_� 11 1 i t 10 1 I� r- - -"--fifi-r- SECOND 5" GAGE (TYP) I I i t 11 I ADDED REINFORCING CSD OPENING IN CONCRETE WALL OR SLAB WHERE MAIN HSS COLUMN I I I REINFORCING IS NOT INTERRUPTED. t/4" SEE PLAN 1 1 1 I i i mi 1 1 1 1 i LITE DECK - -- FRAMING 1 DETAIL, 2 SECTION 14" LITE-DECK CONC. SLABV EXTEND B-11 \SEE TEEL COLUMN, (n PLAN W/ 4x4 W2.1xW2.1 W.W.F. FROM THIS S1.1 SCALE: 1/2" = 1'-0" S1.1 1/S4.0 (- DO NOT SCALE DIMENSIONS FROM SCALE: 3 4 = 1 -0 T.O.S.= +111 -6 POINT TO FAR Z THESE DRAWINGS.IF A DIMENSION 5 SIDE OF BALCONY UNCLEAR REFER TO THE W ARCHITECTURAL DRAWINGS OR C CONTACT THE E.O.R. SECOND FLOOR LITE DECK FRAMING PLAN PLAN NAME SCALE: 1 /4" = 1 '-0" O 587 BEACH AVE. O DESIGN/DRAWN/CHECKED Ij CS KJL LAP PLAN NOTES: �- DATE 10/04/13 SECOND FLOOR LEGEND 1) TOP OF FINISH FLOOR ELEVATION +111'-6". (GROUND F.F. ELEVATION = +100'-0") � CONTROL No. THESE STRUCTURAL DRAWINGS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOOR PLANS PROVIDED BY CONTENT DESIGN GROUP AND WITH PDF FILES PROVIDED BY SIPS STRUCTURAL W - 2) SECOND FLOOR SLAB TO BE 14" LITE-DECK CONC. SLAB. REINFORCE WITH ( � 4x4-W2.1 xW2.1 W.W.F. PLACED 2" FROM TOP OF SLAB, W/2-#7 BOTTOM CONTINUOUS INSULATED PANELS FOR RESIDENTIAL AND COMMERCIAL BUILDINGS) DATED 25-09-2013. ENGINEER OF TRUSS ID. DENOTES CONCRETE ELEMENTS ENDING AT THIS LEVEL. AT E.A. CONC. JOIST, AND 2-#7 TOP AT E.A. CONC. JOIST AS SHOWN ON PLAN. RECORD ASSUMES NO RESPONSIBILITY FOR DIMENSIONAL ACCURACY OF THESE PLANS AND o RECOMMENDS THAT OWNER CONTRACTOR REVIEWS THESE STRUCTURAL PLANS FOR APPROVAL OF LPA NO. DENOTES 11 ICF WALLS ENDING AT THIS LEVEL. / 3) FOR ICF LINTELS ABOVE OPENINGS, SEE 3/S6.0 DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS. AND NOTIFY E.O.R. IF O CONT-12-00356 DENOTES SIPS WALL PANELS BY OTHERS ASSUMPTIONS OR INFORMATION IS INCORRECT. T- SHEET » 4) FOR WINDOWS/DOORS OPENINGS, SEE 5 & 6/S6.0. THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED DENOTES 14 LITE-DECK CONC. SLAB, SEE A/S1.1. TO LOU PONTIGO AND ASSOCIATES, OR IF CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL S1 .11 B-# DENOTES CONCRETE BEAM, SEE BEAM SCHEDULE ON S7.0. 5) ALL BEAMS SHALL BE CAST MONOLITHICALLY WITH LITE-DECK SLAB. DESIGN. SHEET 5 OF 13 - I I I I Lou Pontigo and STEEL COLUMN, Associates, Inc. EE 1/S4.0 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 mm7 — CONTACT US WITH YOUR COMMENTS COMMENTS @ LP•A.COM J J }!RPON)" }If181liNl//q!f//JG s _j _j Q QQ `,�� w w •y �e < 4_ `V• �'. c -. No.53311 • �, _ LnN ww cn n- w ,®o• STATE OF U) U) • e I STRUCTURAL INSULATED PANELS, ►e►aae A4 REVISIONS DATE �r SEE PRE-ENGINEERED SIP SHOW DRAWINGS, DESIGN BY DELEGATED ENGINEER. SEE GENERAL NOTES ON S0.0 FOR ADDITIONAL INFORMATION STEEL COLUMNS, SEE 1/S4.0 FIELD ALTERATION 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 a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. HSS 5x5xY4" STEEL COLUMN -------- --------- --- --- --- ---- --- --------- -- ---- - - O I ry i W > 7V L_____j L___j _____j Uj U C Uj 4<STEEL COLUMN, SEE 1/S4.0 C) LUU � l 177 1 F=7 W W E-- In -� z i IIQ 0 J J I , _j <Q Q � � 3 CK a a a zz w cn U) V to N LO U) mm7 �" �" SECOND MIRRZIR ir4l+ Ln LEVEL STE COLUMN, WALL ----------- SEE 1 S4.0 FRAM ' II ING STRUCTURAL INSULATED PANELS PLAN SEE PRE—ENGINEERED SIP SHOW DO NOT SCALE DIMENSIONS FROM DRAWINGS, DESIGN BY DELEGATED z THESE DRAWINGS.IFADMENSION5 SECOND LEVEL WALL, FRAMING PLAN ENGINEER. SEE GENERAL NOTES ON W ARc UNCLEAR TO THE S0.0 FOR ADDITIONAL INFORMATION CONTACT THEE.O.R SCALE: 1/4" = V-0" PLAN NAME V 587 BEACH AVE. O DESIGN/DRAWN/CHECKED CS KJL LAP SECOND LEVEL LEGEND DATE 10/04/13 CONTROL NO. DENOTES 8Y4" SIPS WALL PANELS BY OTHERS I W - TRUSS ID. DENOTES 4N' SIPS SHEARWALLS BY OTHERS o - O LPA NO. CONT-12-00356 SHEET S2.0 SHEET 6 OF 13 - I I STEEL COLUMN, SEE 1/S4.0 Lou I 1 . . . . 4 PLY 1 /4 x 1.4"LV 420 Osceola Avenue Jax. Beach, Florida 32250 r.- j'. L' 1. . . . . . . . L . Pth. 242-0908: Fax. 241-9557 , _ �. . ;, �. . . . . . . . . FL:CA#8344 SC:CA#3579 w. . .. ...: w w mow. . u. . 2 : L�i w w . -" - ' CONTACT US WITH YOUR COMMENTS ... . . . . m J. . . m. . . . . . . m . . m. Q .: m m. . . . . m. . , 1 _ _.L �. . . . . _, w ; : . . . . . ."I. . . . . ,r. . . I COMMENTS @ LP-A.COM PANELS . _. Cl .. . . . . . . _ ... _ e`e CN* l l iN.�. iN I f N. > cul .:: c_u:j >. iN . . . . . N . . I. .�o` F\, /v ,s a/yam e I .. w � 0 . (jp\� S�. 1 �. W � �. —' ,. . r.l `T'I a. . . r. . . �� °•�CEh,��°•, > r . . . . . . . . �/j. �r . . Nt _ter: N o. 5 M M Q M. 1 2 1/4. coM M M':: M' M. M. M • y cV I I �.. I (n. .r-. . .T.I. . . . . . — I I I . . . - . . . 77. L . . . . I. . . . . I. . . ..T. . 8 �4 1 l I , �•I T , I _ , I ROOF I } �- 77 r X :: �. . �, d w.'. . I ATE F J I J J _I J _ t _1. _]. J J J' ' ; ST RQfl.F " w w. x . . PANELS I' Y. . coo. ° a ' .°.� (�p`^ �.; N �r y e— ...P'AN E;L�..' :.:.:r":. .::':'.' ..'� : .... e, �.'. .�. �. .� ". ��.�. .�. �.>.(✓7 - Ldp "'•J •wlln�+r � +®e O 0 J1111\ I I �. I. . . . . j. . . . .. Cv I . :: . . . . . . . . I. 4 PLY"1-3% ,'x11-1/2" LVL SPLINES. REVISIONS DATE %4 x 11- J4 LVL BEArV T B bEC vx L= 2 ... DBL 8 f " -: I 2x I .i I. I . . L L . . . . �. MBER SPLJN 5 . . . ,,.�, .... yiiwciKcwcwci.wlr vciccuv .:�.:•.. •.......•..• - - - t x FIELD ALTERATION STEEL COLUMNS, ;� f' -- -- -- -- - SEE 1/S4.0 � CONTRACTOR SHALL CONTACT LOU ` MAKING ANY ASSOCIATES TTRUCTU2AL FIELD S UCTURAL INSULATED PANELS, I" I I ) MDDIFCA710M WHICH MAY VARY SE PRE-ENGINEERED SIP SHOW I CONSTRUCTIONHEINTDOFTHEORIGINY I I I I d FROM THE INTENT OF THE ORIGINAL DRA GS, DESIGN BY DELEGATED FIELD ALTERNATIONS MADE PRIOR TO x ENGINE SEE GENERAL NOTES ON BEING ASSOCIAPPROVATES MAY RESULTOU IN d S0.0 FO ADDITIONAL INFORMATION ASSO INSE N TIN ADDITIONAL ENGINEERING OR M J d Q . HSS 5x5xY4" J Uj a J Lu STEEL COLUMN F -- -- -- -- -- -- f-J v l t> L" � L . I PLY 3/4"x 12" L X p . . • TLL LU ;a I L . . I r/ • I I'. . . 4.PLY.". L' . . . . . 1 11 1. I 1-3/4 x11-1/2 I I LVL SRLINESL W $TEFL COLU.Iy�N� l 1, . .EE. 1 54.0 ". U / 20 DEEP RE—ENGINEERED I ' ' FLOORSTM BY OTHERS W 4< ****-ALL TRUSS ANG N TO THA426 **** U _ - sLi W '. . . Cr FDm O �j Q I L� 81/4, M Q I ROOF . .-jw W LL m 1 PANELS' - J r n ._> S2.1 0 J J 7t _j (� J _j < Q' X O N W w v W X.W co = = „. u) a- I - S2.1 J. . J. TNRd'A � 1 r T 4 1 4 LY 1- 4”x 1 LVL SECOND LEVEL 4 PLY 1-3/4"x 18" LVL „ 2x8 SYP#2 LEDGER. FASTEN 2x12 JOIST @ 24 O.0 STRUCTURAL INSULATED PANELS, CONVENTIONAL FRAMING W/ 6-10d COMMONS 16 O.C. SEE PRE—ENGINEERED SIP SHOW STEEL COLUMN, FRAMING DRAWINGS, DESIGN BY DELEGATED EE 1/S4.0 PLAN ENGINEER. SEE GENERAL NOTES ON � SO.0 FOR ADDITIONAL INFORMATION DO NOT SCALE DIMENSION.SFROM THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR REFER TO THE L1J ARCHITECTURAL DRAWINGS OR SECOND LEVEL SIPS FRAMING PLAN D CONTACT THE E.O"R PLAN NAME SCALE: 1 /4" = V-0" O 587 BEACH AVE. 0 DESIGN/DRAWN/CHECKED CS KJL LAP SECOND LEVEL LEGEND �- DATE 10/04/13 CONTROL NO. DENOTES 8Y4" SIPS WALL PANELS BY OTHERS LLJ _ a TRUSS ID. ® DENOTES 4Y2" SIPS SHEARWALLS BY OTHERS � - O LPA NO. DENOTES LVL BEAM BY OTHERS OO CONT-12-00356 '- SHEET I S2.1 ` - SHEET 7 of 13 I l i k I k i rj Lou Pontigo and Associates. Inc. 420 Osceola Avenue Jax. [leach. Florida 32250 Ph. 242-0908 Fax. 241-9557 I FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS i ICOMMENTS @PP A.COM , I `pUp�U1�1�1�114�Hp�e'ej's ,`w� `` •.•........,•.• ` tJAA', • O No.53 1 STRUCTURAL INSULATED PANELS, I I SEE PRE—ENGINEERED SIP SHOW I i STATE OF DRAWINGS, DESIGN BY DELEGATED I I Y`` ,�, �, ENGINEER. SEE GENERAL NOTES ON �'% :` 0 „;�� '; SO.0 FOR ADDITIONAL INFORMATION I i 1- - - - - - - - - - - - - - — IONS DATE STEEL COLUMNS, SEE 1/S4.0 FIELD ALTERATION 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 INSPECTION FEES. LL • O � • W LD _ U Z LD � Um STEEL COLUMN, w SEE 1/S4.0 Q C) LLJ U m7"n I W zz w Q 00 LanJ J J J a a O w w I = _ V) N � I THIRD LEVEL WALL ONES= ° FRAMING STRUCTURAL INSULATED PANELS, PLAN SEE PRE—ENGINEERED SIP SHOW DRAWINGS, DESIGN BY DELEGATED un ENGINEER. SEE GENERAL NOTES ON C:U:NCLEAR T SCALE DIMENSIONS FROM AWINGS.IF A DIMENSION IS THIRD LEVEL WALL FRAMING PLAN S0.0 FOR ADDITIONAL INFORMATION W URARLDRAWINNGGSORCCONTACT THE E.O.R SCALE: 1/4" = 1 '-0" L PLAN NAME O 588 7 BEACH AVE. O DESIGN/DRAWN/CHECKED THIRD LEVEL LEGEND ,- CS DATE LAP 10/04/13 DENOTES 8Y4" SIPS WALL PANELS BY OTHERS CONTROL NO. W - a TRUSS ID. DENOTES 02" SIPS SHEARWALLS BY OTHERS 0-01 O LPA NO. Q CONT-12-00356 SHEET S3.0 SHEET 8 of 13 I II Lou Pontigo and Associates, Inc. I I 420 Osceola Avenue i fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM I I I °tt P STRUCTURAL INSULATED PANELS, I I EVs�'®. 0`� N SEE PRE—ENGINEERED SIP SHOW DRAWINGS, DESIGN BY DELEGATED I I No �� ENGINEER. SEE GENERAL NOTES ON SO.0 FOR ADDITIONAL INFORMATION I I NATE OF I I 4 PLY 1-3/4"x 16" LVL BEAM � r�l s;x. ........................ ... ....... ..................... ..,... ..... .., .... ..., ......... . DATE P ANELS .. } - 1 I I 1. 1.' 1'. I . �. 1 I I j j —.. 'COLUMN, 1 l4 CONTRACTOR a aSHALL IsoclnT Pwo�a TLOoI� [.'�.(`�. OMFIELD I IC IIIONS oANY STRUCTURAL H OYR VARY W {'�`-.'O I TI. . l. . . . . . . . . . . DOC MENTS.ANY W . . . . . . . . . . . . . . . j. I. FIELDrAL ALTERNATIONS MADE PRIOR TO PAN IE.L 1 z 4 i I . . . . . BEING APPROVED BY LOU PONTIGO 8 12 1/ d ADDITIONAL ENGINEERING OR _.—.. — 1 - - RESULT IN CLATES MAY INSPECTION FEES W CJ o Lu . PANELS w I. . . �. . . . 1 I �I. �.j .L . _. _. 1 . . �U _. N W W W CV . �. . t I dd � d �. m m m m. _ t- J. J J J' J1 JI JI JI . JI . r. .. .�. .�-. r r . . . , . . .tom. (� 0 �. _ �. I �'I. �.I. L . 1 .�. . 0 LL a I rsy � ,�. . � ,,n cry LD T I II „' 5 PLY 1-3/ x11-1/2 LVL SPLINES 1, . QU I 1 I 07 w I ISTEEL COLUMN, "� U SEE 1-/$4,0 _ .... . . w,:x:,. ..w. .. _........- � . - u:._rv. ..............aT-............. .....__.-....._.....- ..'f ....... -..-. -....:....,.........,--..s. :.,..::.. �.;•..: —__ - .w.4£.w: :. .. �..'.. ,.:-.::vxax� :Xri+d:v:+:1+ xmSw.mrv:Srvx •:•.+w - :: e•¢•• •;-r�F:vz:••:• �w.....�.enn._:am U . . � I r� 1 .8.1/4 j Uj 00 1'. .R.C)OF . . . . I ( . . 1 J Q I L I .I PAN ELS i I I Q W / r n J ,L W CW0 m Q (JV R TRUSSES Q m t m J 1 BEAM.CANTILEVER . `� . (. — ._ — I — —. I m - - — - - X I 4 PLY.1=3/4"x.1-1 1/4" LVL BEAM ABOVE x I X a . . . � . _ M � M U / (A.. . . �. . . _ J r �. . . . . >- to a I O. r a . . . . . . . . . . . �. . . . I ' j. I'. . . THIRD WALL.PANEL . . . . . . . . . . . ABOVE WINDOW LEVEL .:..�.... ....... ........:.........�.... _...... -� .. :... ..- .� .�:..::.. .x.�.,..:.F:. .�,-....:r.w = - - - „taw.w. - ..,.,u�i.x.F.>.,u w ............ -.. .. .. ...:nwr<=.vnn,n,..::xvv ...m.a.v..w x>a=w :i..x, .......................8}:( .. - I STRUCTURAL INSULATED PANELS, JIrJ SEE PRE—ENGINEERED SIP SHOW FRAMING DRAWINGS, DESIGN BY DELEGATED ENGINEER. SEE GENERAL NOTES ON PLAN SO.0 FOR ADDITIONAL INFORMATION DO NOT SCALE DIMENSIONS FROM ZTHESE DRAWINGS.IF A DIMENSION IS THIRD LEVEL SIPS FRAMING PLAN UNCLEAR REFER TO THE W ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R SCALE: 1 /4" = 1 '-0" D PLAN NAME O587 BEACH AVE. DESIGN/DRAWN/CHECKED 0 CS KJL LAP '- DATE 0/04/13 THIRD LEVEL LEGEND 'NTROLN CONTROL NO. DENOTES 8X4" SIPS WALL PANELS BY OTHERS W S I a TRussID. � ® DENOTES 4X2" SIPS SHEARWALLS BY OTHERS � LPA NO. OCONT-12-00356 SHEET DENOTES LVL BEAM BY OTHERS S3.1 SHEET 9 OF 13 I i II 60'-7» L L 15'-10" 25-1„ 19'_8» SEE 1 1/S6.0 rj W1 6x40 - TBEAM Lou Pontigo and T/BEAM Inc. e , e EL. 132'-23/4" o ; — — — — — — — — — — — i ; I 420 Osceola Avenue 11N\ ` ° ° I �\` � � Jax. Beach, Florida 32250 I� Ph. 242-0908 Fax. 241-9557 f FL:CA#8344 SC:CA#3579 SEE w CONTACT US WI"1'N YOUR COMMENTS � 1 \-1/S6.3I I pr) w COMMENTS @ LP A.COM L _ i- o w .°°�,`t� p°' PO�1` � I I I fid a, o S E SEE SEE ' w 1 S4. 2/S4.0 1 4.0 N®.5331 P 11 x T BEAM o / STATE CaF a o o \ EL. 125'-1 A�+®,�.` �- o SEE ��. � °aNtwna eoo (N4y - ` _ EL. 1:23'-9" w REVISIONS DATE Li > EL. 22'-6» o - 1 ° I -00 `` I o '� — — — — — — o I '; --1 I W1 3x30 1 0 0 N ,; I-J— (2)/4 A 5 N W - - BOLTS SEE 1 1/S 4. I I >— w CO 00 00 00 00 N > LL- x x x x ,.� o FIELD ALTERATION X N N I N I I F- 1 J CONTRACTOR SHALL CONTACT LOU 0 w w PONTIGO 8 ASSOCIATES PRIOR TO LL- MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL —� CONSTRUCTION DOCUMENTS.ANY w I FIELD ALTERNATIONS MADE PRIOR TO LL I I I BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN SFF ADDI710NAL ENGINEERING OR INSPECTION FEES. I SEE S1.E I 3/S4.0 SEE 3/S4.0 3/S .0I I DETAIL "B" 3/S4.0 I \ I -- % - DETAIL A" DETAIL " _ E AIL "A" I I i 11 1 A \`N1 I I . All 11 1 1 A A \wk T/SLAB "N\ 1 147I ___ ___ I EL. 111'- " I 'N W J 1 FRAME ELEVATION �-O SCALE: 3/8 = 1'-0" Z < 4 1"0 A490 � 3/ » BEAM ANCHOR BOLT 1L 4 WT COLUMN � � w BELOW. w/12" EMBEDMENT c 3/4" — — W COLUM I � I I I II N � N O "N 3/,s" COL. W II 0) m — — COL. I- -- I ^I \N _ N 2" MIN OR THICKNESS o 1 I u N H Q I HARDENED a4 » 4 » z -' �- 2Y Y2 Y2 WASHER » 1/8 MIN 1Y m w 2 Y W Q 1/4" MAX ROOF OR FLOOR w o / 00 DECK, SEE PLAN W12x30 17 3 „ TYP. o = Q W 1'-2" In n FLANGE � Y w �•1 1 2 / a m ,s cn M COLUMN WEB STIFFENERS STIFF e SAME THICK., - DETAIL A TOP OF CON » Tom' AS REQUIRED. AS BEAM FLANGE o CY 45' w COLUMN COLUMN °' � �' - '� '� � �`' (6)1"0 A490 CIOL � 3/40 � SEE DETAIL "A" CAP PLATE ANCHOR BOLT THIS SHE T I �CTYP. DETAIL PROVIDE SHIMS FOR 0 w/12 EMBEDMENT U z - N BOLT DIA. GREATER 1 '/4". - - i A— A SEE SECTIONSaf W W COLUM _ i� » I + + + NUT FOR � ~ - 1/8 MIN I I I PLAN VIEW BOLT j z 3/,s" coL. - ;Y, 1/4 MAX + + + -<T F-Ir w - TACK c~n U) I _ NOTE A: GROUT SHALL BE PLACED IN FLUID OR PLASTIC STATE. WT COLUMN—,,,,- - - STEEL —A\ SIMPLE BEAM W-BM, SEE ^ ' CONNECTION, ELEVATION SIMPLE BEAM NO DRY/DAMPPACKING. MINIMUM GROUT THICKNESS I � 6.0 CONNECTION, SHALL BE 11/,". FOR UP TO 1"0 BOLTS. PLACE FORM FRAME SEE 1/S TYP I TYP. AT AROUND BASE PLATE, PLACE ALL GROUT FROM ONE POINT SEE 1/S6.0 1 FLG. AND LET GROUT FLOW UNDER BASE PLATE TO OPPOSITE 2Y2» 4Y2" 4y2" 2Y2" ELEVATION ° 1 o SIDES. DO NOT PLACE GROUT FROM MULTIPULE POINTS. a DETAILS PARTIAL PENETRATION MOMENT WELD TO EQUAL 50% OF _ _ _ ° 1 _ _ _ _ 1'-2" @ EXT, COL, STIFF PL THICKNESS © INT. COL. 01 I 10 ANCHOR BOLT DETAIL V1 C O N N E C TI O N ° 1 1 ° DETAIL "B" HE NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS )' )' 1" CLR MIN. W ARCH�rrcEc�r TO THE C CONTACT THE E.O.R /� WELD TO EQUAL 75% OF STEEL BEAM, L DETAIL /� STIFF P THICKNESS SEE PLAN 1 A T/BEAM BASE PLATE DETAILS � � A EL. 123 -9" U r 587 PLAN NAME TYPICAL RIGID FRAME CONNECTIONKO GN/ BEACH AVE. W12x3O DESIGN/DRAWN/CHECKED 3 DETAIL o CS KJL LAP 1 11; 1\CAP PLATE S4.0 SCALE: NTS [- DATE (2)3/" A325 BOLTS 10/04/13 CONTROL NO. W I TRUSS ID. 1 SECTION LPA NO. �I � 2 SEC TION " Q CONT-12-00356 S4.0 SCALE. 3/4 -1 -0 S4.0 SCALE: 3/4 =1 -0 SHEET S4.0 SHEET J OOF13 i I 4 i i 4x4-W2.1 xW2.1 W.W.F. _ T WALL CENTERED IN SLAB. SLAB,ITESEEDECK PLAN EL. SEE ARCH T SLAB EL. +111'_6» X X �X—X dLouPonti o and ° SIPS WALL PANEL 12" CAST-IN-PLACE SIPS WALL PANEL 3 4 ° Associates, Inc. d & CONNECTION CANTILEVERED SLAB & CONNECTION I I 420 Osceola Avenue BY OTHERS 6 0 8 O.C. TOP 9 BY OTHERS ICF WALL • ° °• • Z_ ff II Jax. [leach, Florida 32250 9" 6" 1'-6" L 6" L Ph. 242-0908 Fax. 241-9557 w/6" 90• HOOK SEE 2/S6.0 FOR a11 11 q INTO SLAB REINF. FL:CA#8344 SC:CA#3579 J26"x14" CONC. BEAM CONTACT US WITH YOUR COMMENTS 14" LITE-DECK - 14" LITE-DECK 4x4-W2.1 xW2.1 W.W.F. 14" LITE-DECK COMMENTS @ LP A.COM in 2'-Opp CENTERED IN SLAB. SEE BEAM SCHEDULE j SLAB, SEE PLAN N SLAB, SEE PLAN SLAB, SEE PLAN 4x4—W2.1 xW2.1 W.W.F. > , .<�`'`�0`a P r P 0At � T SLAB T SLAB A CENTERED IN SLAB. EL. +111'-6" . EL. +111'-6" 00:-X—' ),I XIX X—X—x .,♦ ss ® V�e®, �r Q d w d ° ° ° d » d e a a ° a d 14 LITE—DECK No.5 3—#4 TRANSVERSE a° 3—#4 TRANSVERSE--- IS a ° SLAB, SEE PLAN TEMP BARS TEMP BARS " STATE OF » 2'-0" *:. . I 9" I • 14"x22" CONC. BEAM 1'-6" 6" 9" 9» " 1'-6» » -�` x r a v A 4Q8 O.C. E.W 4C�8 O.C. E.W 4 4 r I 6 6 TOP & BOT, SEE PLAN. 22 x14 CONC. BEAM TOP & BOT, SEE PLAN. w/3-#5 TOP AND BOTT. d �r ,. �N�,,> SEE BEAM SCHEDULE' a & #3 TIES @ 9" O.C. LITE-DECK ° d �trt rreii��pg,�,1,..... opN AL��0� 2—#4 CONT. 2—#4 CONT. JOIST, SEE PLAN 34"x14" CONC. BEAM # FOR REINFORCMENT SEE BEAM SCHEDULE' REVISIONS DATE AT TOP OF ICF AT TOP OF ICF 12"x29" CONC, BEAM, 15Y4"x1302" CONC. BEAM, " WALL TYP. WALL TYP. SEE BEAM SCHEDULE - SEE BEAM SCHEDULE EXTEND VERTICAL WALL 11" ICF WALL REINF. UP TO 3" BELOW 11" ICF WALL > B>, SEE 2/S6.0 FOR TOP OF SLAB SEE 2/S6.0 FOR / REINF. REINF. SECTION SECTION SECTION SECTION FIELD ALTERATION 1 2 3 4 CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO �-o SCALE: 3/4"=1'_0" S5.0 SCALE: 3/4"=l'—O" S5.0 SCALE: 3/4"=l'—O" S5.0 SCALE: 3/4"=l'—O" MAILING 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 ADOMONAL ENGINEERING OR INSPECTIDN FEES. SIPS WALL PANEL SIPS WALL PANEL SIPS WALL PANEL & CONNECTION & CONNECTION & CONNECTION BY OTHERS BY OTHERS BY OTHERS TOP REINF., » / 14 LITE—DECK 2'-6"x2'-6'1 L 14" LITE—DECK w 6" 90• HOOK SLAB, SEE PLAN INTO EDGE BEAM, LSHAPED #4 BAR SLAB, SEE PLAN © 24 OC. HOOK TOP REINF., SEE PLAN INTO WALL T/SLAB T/SLAB T/SLAB SEE PLAN T/SLAB • LL — — — • ° — EL. 111 -6 — — -- :d_ — EL. 111 -6 — — — — —°_ .— . EL. 111 -6 — —° — d — EL. 111 -6 W — d d ° ° d ° ° �— 4 ° d d d ° ° ° > 7 I a I I° ° I Ic a I (a d d a I ° ° d �, ° I a ° ° 4 ° 4 (. d. d Q d o d6 ° p ° .. QO I'• ° • I d ,° d4 d I • ° • I ° a d' 40 I ° ° d d • d • In dI • • I ° d ° d TOP REINF, CONTINUOUS 11"x14" CONC. EDGE BEAM, TOP REINF, CONC. BEAM, SEE PLAN \\-SEE BEAM SCHEDULE CONTINUOUS 2 -6 x2 -6 L SHAPED 2 -6 x2 -6 L SHAPED #4 BAR @ 24" OC. HOOK SEE PLAN #4 BAR @ 24" OC. HOOK SEE PLAN FOR DESIGNATION & LONGITUDINAL LONGITUDINAL INTO WALL INTO WALL REBAR, SEE PLAN ( r I REBAR, SEE PLAN CONTINUOUS CONTINUOUS LONGITUDINAL SCHEDULE FOR REINF. W 2—#5 CONT. 2—#5 CONT. LONGITUDINAL 2—#5 CONT. REBAR, SEE PLAN U 2—#4 CONT. TYP. REBAR, SEE PLAN TYP. W AT TOP OF ICF 14" LITE-DECK 4< WALL TYP. 2-#4 CONT. AT TOP J 14" LITE-DECK 2-#4 CONT. AT TOP SLAB, SEE PLAN O OF ICF WALL TYP. SLAB SEE PLAN OF ICF WALL TYP. W EXTEND VERTICAL WALL EXTEND VERTICAL WALL EXTEND VERTICAL WALL 11" ICF WALL REINF. UP TO 3" BELOW 11" ICF WALL REINF. UP TO 3" BELOW 11" ICF WALL REINF. UP TO 3" BELOW SEE 2/S6.0 FOR TOP OF SLAB SEE 2/S6.0 FOR REINF. TOP OF SLAB SEE 2/S6.0 FOR REINF. TOP OF SLAB REINF. Z � , 5 SECTION 6 SECTION SECTION 8 SECTION Lij 00 Q S5.0 SCALE: 3/4"=l'-O" S5.0 SCALE: 3/4"=l'-O" S�-o SCALE: 3/4"=l'-O" S5.0 SCALE: 3/4"=l'-O" J In z O SIPS WALL PANEL II & CONNECTION RIGID FRAME COLUMN, jl 9"x19" CONC. BEAM ELEVATED BY OTHERS SEE 1/S4.0 �I 4x4-W2.1 xW2.1 W.W.F. w/3 SETS OF 2-#6 » of Ij CENTERED IN SLAB. AS SHOWN & #3 FLOOR TOP REINF. w/6 90 HOOK 2'-6"x2'-6" L SHAPED 2 -6 x2 -6 LTOP REINF., II CLOSED TIES @ 6" OC. INTO EDGE BEAM, SEE PLAN #4 BAR ® 24" OC. HOOK SHAPED #4 BAR 14 LITE-DECK w/6 90 HOOK II 14" LITE-DECK » SLAB, SEE PLAN INTO EDGE BEAM, T/SLAB SLAB, SEE PLAN 1 -1 9 SECTIONS INTO WALL T/SLAB C� 24 OC. HOOK SEE PLAN — — — — — EL. 111'-6" • °' T/SLAB INTO WALL EL. 111'-6" —xa x X a° X a AND X DETAILS 4-4g-- d - --�i. EL. 111'-6" -a-. - X—. —X X� X X X:°. —�X X Xtl X_X X X—X�x X Xi°X X . — o d ° °41 . u ° • --•a�.Q--- d�� a ti ° r--��da---a—:°—.r---, ° ° a. d� °° o d '^ 44 a d 1,(• • 4 "� dI a d ° d' I ° $ e 4 DO NOT SCALE DIMENSIONS FROM .° d » » d d ° d i ( I THESE DRAWINGS.IF A DIMENSION 6 x NC. BEAM a 9 29 CO 4r I I' ) » » ° a _ UNCLEAR REFER TO THE d ° ° d 6 9 rn _ a S CONTINUOUS w/4 SETS OF 2-#6 d W JARCHffECTURAL DRAWING OR • • ° CONTACT THE E.O.R LONGITUDINAL TOP & BOTT. & 3 REBAR, SEE PLAN CONTINUOUS PLAN AME CLOSED TIES © 9 DC. N LONGITUDINAL CONC. BEAM, ° 18"x22" CONC. BEAM '— " I L U 7 AVE.14 LITE-DECK SEE PLAN . : . SEE BEAM SCHEDULE 5s BEACH REBAR, SEE BEAM SCHEDULE SLAB, SEE PLAN 2-#4 CONT. LITE-DECK B-8 BEYOND, AT TOP OF ICF 2—#4 CONT. DESIGN/DRAWN/CHECKED `N/C`AEPCKED JOIST, SEE PLA SEE PLAN, 1504"x13)2" CONC. BEAM #3 CLOSED 0 2-#5 CONT. AT TOP OF ICF TIES 6 OC. w F - # WALL TYP. 3SETS 0 2 6 FOR REINFORCM / # DATE E TYP. » WALL TYP. 11 ICF WALL SEE 4B/S5.0 AS SHOWN & #3 10/04/13 11 ICF WALL SEE 2/S6.0 FOR CONC. BEAM, » CLOSED TIES @ 6 OC. EXTEND VERTICAL WALL REINF. SEE 9 S5.0 FOR CONTROL NO. EXTEND VERTICAL SEE 2/S6.0 FOR » / WALL REINF. UP TO 3" REINF. REINF. UP TO 3 BELOW REINFORCEMENT W - BELOW TOP OF SLAB TOP OF SLAB Q. TRUSS ID. 0 O LPA NO. SECTION 11 CONT-12-00356 9 10 SECTION SECTIO N o SH EET S5.0 SCALE: 3/4"=1'-0" S5.0 SCALE: 3/4"=1'-0" S5.0 SCALE: 3/4"=1'-0" S5.0 SHEET 11 of 13 L Ili 1—#5 VERTICAL EACH A CORNER, INTERSECTION, SII I I I I COLUMN MIMINUM WALL 25" LAP MIN. „ I I I I SIZE THICKNESS ICF CONSTRUCTION SPECIFICATIONS & REINFORCING AND 24 O.C. FILL soup I I I A » w 3000 psi CONCRETE / P E E I L I P 4» A 3 1/2 i I I _ I HSS 4x4 '/a„ 47 — CONCRETE BEAM SCHEDULE LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES ADD'L SECT. BEAM SIZE ELEV. REINF (*) REMARKS N0. MARK w x d BOT TOP C—RT E TOP SIZE SPACING TYPE REQ'D REF. MID # B-1 11 x 14 +111'-6" 3—#6 3—#6 #3 6" 2 — 8/S5.0 SIM B-2 22 x 14 +111'-6" 4—#6 4—#6 #3 4" 2 1 1/S5.0 Lou Pontigo and Associates, Inc. B-3 34 x 14 +111'-6" 4—#6 6—#6 #3 6" 2 — 3/S5.0 420 Osceola Avenue Jax. beach, Florida 32250 B-4 11 x 22* SEE PLAN 3—#7 3—#7 #3 6" 2 — * VARIES AT STEP AND SLOPE Ph. 242-0908 Fax. 241-9557 II FL:CA#8344 SO CA#3579 B-5 21 x 14 +111'-6" 4—#6 4—#6 1 #3 6" 2 — 8/S5.0 CONTACT US WITH YOUR COMMENTS B-6 11 x 14 +111'-6" 3—#6 3—#6 #3 6" 2 — 5/S5.0 COMM F,{ fl' °tEly IV B-7 18 x 22 +111'-6" 3—#6 3—#6 #3 6" 2 1 11/S5.0 �° G e B-8 17 x 16 SEE PLAN 3—#6 3—#6 #3 6" 2 1 4B/S5.0 o B-9 24* x 14 +111'-6" 4—#6 4—#6 #3 6" 2 — * VARIES, SEE PLAN 4A/S5.0 ® 8TA 'E OFop10 � » ++ 'Or✓�os, ,6Naraxi,baa'NA �d B-10 30 x 14 +111'-6" 4—#6 4—#6 #3 6 2 — IL �tAeMJRiMiliYfliiiY414,ii ,— B-11 11 x 22* SEE PLAN 3—#7 3—#7 #3 6" 2 — * VARIES, SEE PLAN B-12 12 x 29 +111'-6" 3—#5 3—#5 #3 6" 2 — 2/S5.0 REVISIONS DATE B-13 46* x 14 +111'-6" 8—#6 8—#6 #3 6" 2 — * VARIES, SEE PLAN B-14 24 x 14 +111'-6" 4—#6 4—#6 #3 6" 2 — B-15 49* x 14 +111'-6" 9—#6 9—#6 #3 6" 2 — * VARIES, SEE PLAN B-16 20 x 14 SEE PLAN 4—#6 4—#6 #3 6" 2 — B-17 9 x 24 SEE PLAN 2—#6 2—#6 #3 6" 2 — FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO IELD B-18 8 x 24 SEE PLAN 2—#6 2—#6 #3 6" 2 — MODIFMAKIICATIONS STRUCTURAL RAY VAR MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY ADDITIONAL REINFORCEMENT REQUIRED LT/SLAB= (2) SETS OF TYPE 2Q BEING APPROVED BY LFIELD ALTERNAnONS OUDPONIIGROOR TB ° T BEAM ASSOCIATES MAY RESULT IN 1. ADD 1—#5 EACH FACE AT MID DEPTH ADDMONALENGINEERINGOR 6 ' ° a' a INSPECTION FEES. 2. ADD 2—#5 EACH FACE AT 1/3 DEPTHS ° ° O 3. ADD 3—#5 EACH FACE AT 1/4 DEPTHS T/SLAB 4. ADD #5 @ 12" EA. FACE ° 5. ADD 1—#6 EACH FACE AT MID DEPTH TYPICAL BEAM STIRRUP & TIE TYPES a WHERE BEAM TERMINATES AT A SLAB. EXTEND TYPICAL BEAM TOP BARS INTO ADJACENT SLAB. (AT UPTURNED BEAM EXTEND BOT. STEEL INTO SLAB) • E BAR TOP TOP C—RT BAR — — — _ — BAR MID IO --------- • rLL t ' I - - - - - Lj •• 40 BAR DIAMETERS STD. 90' HOOKS Q T NON—CONTINUOUS _/ ENDS '/2 OF SPACING 6 Q SHOWN IN SCHEDULE STIRRUPS OR TIES y3 OF GREATER MIN CLEAR COVERL9 1 SPAN 6" MAX AS SCHEDULED. SCHEDULE OTHER BOT W /4 OF ADJ. SPANS BAR BAR BOT. BARS ELEVATED BEAMS 1' 2" 1� 2" v 1 U TYPICAL REINFORCING PLACEMENT DETAIL ELEVATED SLABS 1 3 4" W BEAM NOTES FOR BEAMS AND ONE WAY SLABS GRADE BEAMS SLABS ON FILL 2 3 2 3» Q Q 1. TOP BARS MARKED CONTINUOUS SHALL BE SPLICED AT BEAM MIDSPAN. * CLEAR COVER TO TIES QF PRESENT) W U U (24 BAR DIAMETERS) " BALCONY REINF. COVER 1" MINIMUM. m 2. BOT BARS MARKED CONTINUOUS SHALL BE SPLICED OVER COLUMN. lil (24 BAR DIAMETERS) 3. PROVIDE 30 BAR DIAMETER SPLICES. Z 4. WHERE BEAM TERMINATES INTO SLAB, OMIT END TOP BAR HOOK AND EXTEND INTO SLAB 40 BAR DIAMETERS. 5. VERTICAL SPACING OF BARS IS EXAGERATED FOR CLARITY, BARS ARE t ^ ACTUALLY TIED TOGETHER ALONG BEAM SPAN. L , 6. AT ALL UPTURNED BEAMS (i.e. T/BEAM IS HIGHER THAN T/SLAB) BOTTOM & TOP STEEL SHALL BE HOOKED AT DISCONTINUOUS SPANS 0 U BEAM SCHEDULE AND MISC. DETAILS rn DO NOT SCALE DIMENSIONS FROM Z THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE W ARCHITECTURAL DRAWINGS OR C CONTACT THE E.O.R PLAN NAME O587 BEACH AVE. DESIGN/DRAWN/CHECKED I CS KJL LAP DATE 10/04/13 CONTROL NO. LIJ _ TRUSS ID. G LPA NO. O CONT-12-00356 O SH EET STO SHEET 13 OF13 ' I