Loading...
HomeMy WebLinkAboutBuilding Plans1�jmz�,- "�, `n T GENERA CONTRACTORS A ROUND HILL DEYELOPM€NT GROUP COMPANY 17968 115 TH AVE NORTH JUPITER, FLORIDA 33478 PH; 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN--BUILDING.COM THINE ORAWOM AND SPEOn"ROW ARE INSTRUMENTS OF SMWM AND AM THE PROPERTY OF ROUND H&L DEMIOPMEMT WAUP, = t0 ,$n ADVANM DMGN A B U#a THEY ARE NOT BE USM ON ANY OTHER PKMW7S OR EXTENSIONS OF THIS PROJECT EXCWT BY VATRN ACFEEMOM VAIH ROUND HILL OEVEi.OWMENT OROUP. NO DF.'M OHM= WHICH A.IER 1HE NWIT OF THME DRAWINGS OR SPMRCA71M ARE TO BE MADE WITHOUT OBTAINING VATRN PERMMM FROM ROUND HILL DEVELOPMENT OR". ARCHITECT: BERNARD JONES ARCHITECT cz:� SEAL: ti DATE: -N- CLIENT, W � f C707 TAfNAGERi r PIERCE Lsi EXTERIOR ELEVATIONS RE`1SiONS; DRAWN BY: JMG CHECKED BY: BYJ SCALE. } INCH l / Product Approval Submittal Affidavit Wind Speed: 170 Opening Schedule: --Swing Doers, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening duct. Model # Manufacturer Glass Attachment Method Type, wilding Design Product Design D�;scri lion Size, S acin & Embedment Pressure Pressure. { D 1 7-RY EAL FIBERGLASS DOOR THERMA - TRU FL # 13459.7 ! IA[ 174" TC W11•Ip2" CONC. EMBED, 6" MAX FROM 1AMB CORNERS R 34" o.t. MAXI AT ]AMBS, 5364o A5#.0 REAP �-......`-_`._.'.... +S0 J'$0 +50.0 J^50.0 DL FRAME G DOOR ALUM. SLICING SERIES 120-130-140 MI WINDOWS FL # 22401.3 LOW E 366 INSULATED GU%& FoR coNCRETE INSTALLATION VIE USE ELCO 1/4" TAPCWJSg/, £M6ED€0 1 3/8" MIN OR 1/4 SS4 CWC FLEX EMS. i 3/4 MIN. '+40.5f-�43.9 +fi5.Of-65.9 .. �" GARAGE DOORS GALV STEEL WAYNE FL # 8DALTDALT ON ,. NiA EA TRACK BRACKET, SEE SUCK DETAIL SHT AS FOR SPACING. +34.1/-$&0 +34.3/-38,3 ��1•} 54WX63,0 SH IMPACT ALUM. FRAME MI WINDOWS FL 17499.1 INSULATLOWED I2/8",NOAA80UTIXSUCKS&"ALLCORNER%(4} C� +55/^55 +Ss/-55 SH-185 # E i!tl W2 10W X 98H PIN -IMPACT ALUM. FRAME SH-185 MI WINDOWS FL # 77499.1 LOSS E OBSCURE INSULATED GLASS " , " " +b5 J -5S +55 f -55 �.j V V .3 36 W X 63 H SH IMPACT _ ALUM. FRAME SH-185 MI WINDOWS FL # 17499.1_ LOW 6,270 INSULATED GLASS �T +5$ / ^S$ +55 f "55 4��a pYry^ 48 W X 63 H SH IMPACT ALUM. FRAME SH-185 MI WINDOWS FL # 77499.1 LOW £ 270 INSULATED GLASS "' - " +SSf�55 27WX38H ALUM.FRAME MI WINDOWS GREYE OBSCURE YY 5 SH-IMPACT SH-185 FL # 17499.1 SINGLE GLASS D 6 57SS ENTRY FIBER GLASS DOOR THERMA - TRU FL # 134 9. N/A 1/4" TC W/1-1/2" CONC, EMBED, 5" MAX MOM IAMB CORNERS 8. 14" O.O. MAX. AT )AMK SILL, *0 HEAR .. +40,5/-43,9 F80.0/^80.0 W LIONAMLUFLRMAERT VERTI. MULL I N O FL# 18504.2 N+A (2) 1/4"SS;ELCO.AiSR€9AT&WISkC. M0iBOTTOM TOP., t . a.. +44,$/-43.9 +/-88.2 Attachment MethodType, SUilding Design Product Design Product Model # Manufacturer Size,., S acin Irmbedment `pressure Pressure ARCHITECTURAL IKO INDUSTRIES _..... SHINGLES: 6-12 GA GALV 3/8" DIA HEAD NAILS PER SHINGLES WITH THRU _ ZONE 1 - -42.1 ZONE.I - -69,25 psf Roofi' ng COMRSHINGLE FL # 30310.1 PENETRATION OF PLYWOOD SHEATHING. ZONE 2 & 3 = »108.5 ; ZONE 2 fi.3 --159.25Psf ROOF OWENS CORNING UNDERLAYMENT: RHINO U 20 FELT, LAPPED, NAILED W/APPROVED CAPED NAILS UNUERLAYMENT FL # 11216.1 ALONG LAP @ MAX 36" O.C. _ I have reviewed the above product approval information and and approved it. CONTRACTOR TO VMFY AM PROVIDE EXACT ROUGH � OPENING Si2ES OF ALL WINDOWS AND DOORS Name: BERNARD ]ONES ARCHITECT Signature: Certification Number: AR 15193 Ua_te. DULE WIN OW AND DOOR SCHENOMINAL NO. SIZE WIDTH X HT, REMARKS € 192"WIDE X 96" HIGH GAIgAQE IMPACT 36" WIDE X 96" HIGH SWING DOOR WPM W 15X=RY II 9AUM ffA§W0Fi5*W 3 32" WIDE X 96" HIGH OD DOOR --SOLID jR IMPACT GCi4 S. PER FBC 4 4410.2.3.1,1 24" NDE X 96" HIGH WOOD DOOR IMPACT W CATEGORY It SAFETY GLASS. PER FBC 4 4410.2.3.1.3 5 Se WIDE X 96" HIGH WOOD DOUBLE DOOR IMPACT W CATEGORY A SAFETY G SS:PER FBC 4 4410.2.3.1.3 (6 66" WIDE X 96" HIGH WOOD 81-•FOLD 7 74" WIDE X 96" HIGH WOOD 81-FOLD $ 29" LADE X 96" HIGH WOOD BI-FOLID 12V WIDE X 96" HIGH WOOD SI-FOLD IMPACT W CATEGORY 11 SAFETY GLASS. PER _FBC 4 4410.2.3.1.3 35" WIDE X 96" HIGH SIDE LIGHTS 9 38" WIDE X $4" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY If SAFETY GLASS PER FRC 4 4410.2.3.1.3 28" MMDE X 38" HIGH ALUM. SINGLE HUNG. IMPACT WP CAFf Op ±441SAFE. 1.3 1 72" MADE X 80" HIGH SLIDING GLASS DOOR IMPACT W CATEGORY 11 SAFETY GLASS.PER FOC 4 449 x:--- 4 WIDE ,. X 64 HIGH ALUM: SINGLE HUNG IMPACT W .CA GORY -,II 5" .. 7Y WIDE X 96" HIGH SLIDING GLASS DOOR IMPACT W CATEGORY If SAFETY c 1.106LILA ARCHITECTS GENERAL CON -TRACTORS ., COMPANY ,W EW-71"31 NO. FL, 33162 JONES AR.IvIRTWT WAL- DAM ENT: 4LPHA DESIGN CONTRACTOR LLC 3707 TANAGER PLACE =ORT PIERCE FL 34982 T FLOOR LA! V )RAWN BY: 'No * ECKED BY: BVJ 'ROJECT 0 ;mv_- I INCH FASCIA 9- .------__--I-----------_- FRONT ELEVATION ■EI SHINGLE ROOF 12 PER PRODUCT 5�—ENTRANCE .�� r.-------------- `-- -- _ tEUNG7 HEI 2xa FASCIA TING AS SELECTED � � � �_�_� � BY owNER LLL LSTUCCIA � FINISH FL - DOORS— — — LL E DO 12 5 SHINGLE ROOF PER PRODUCT APPROVAL y 2xa FASCIA M-1 zSTUCCt17 F. 2x8 FASCIA 2x$ FASCIA J STUCCO —7 ---------- �3 a---------- LLI REAR ELEVATION CEiUNG HEIGHT FINISH FLOOR ARCHITECTS GENERAL CONTRACTORS AMW HU 0EV004MIT QI4 W COWMf 17M6 115 TN AYE. NOM JLIPI1ER. FLOM" IM" AN; b61 218 100t1 CELt 691-718-0931 319 107114 ST W. FflAMR 9EJkCP1, Ft 33102 308-43i4--S000 ZONES AMTECT MAU DAM CLIENT. Daniel Alpha's Personal Plan PREMSS: 3707 TANAGER PLACE FORT PIERCE FL 34982 EXTERIOR ELEVATION DRAYM BY. .RAG CHECKED BY: 8Y3 PROJECT SCALE. 4 INCH A-- 2 ADUNCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS 12 1 A ROUND HILL DEVELOPMENT GROUP COMPANY 5 75 17968 115 TH AVE NORTH JUPITER, FLORIDA 33478 PH: 561-216-10W SHINGLE ROOF PER CELL 561-718-0831 319 1671H ST X,-- PRODUCT APPROVAL NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING.COM ,/-ENTRANCE HEIGHT ------------- r-CEILING HEIG 0 —\-2x8 FASCIA \-2x8 FASCIA ZSTUCC07 Z 7 Z 7 Z a] sTu""0EE sTuccoSTUCCO - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - /—FINISH FLOOF - - - - - - - - - wl"101111113M 12 5F----/: 12 SHINGLE ROOF PER PRODUCT APPROVAL 12 5 — — — — — — — /-ENTRANCE HEIGHT - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - CEILING HEIGHT N\--2x8 FASCIA N\v-2x8 FASCIA ZsTu""0ZSTU Z sTu""0 ""0 7 7 7 - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -FINISH FL.001 T ARCHITECT BERNARD JONES ARCHITECT SEAL: DATE: CLIENT-. The Ramirez Residence A 0 D R ES S: 3707 TANAGER PLACE FORT PIERCE FL,34982 EXTERIOR ELEVATIONS REVISIONS: DRAWN BY, JMG CHECKED BY: Bvi PROJECT t. SCALE: I INCH +tValM t Ir x .• r,- '« z•r. .. a. . .� .�7 is-e. �. A.' n•, �. �_> .�� 60'-O" B" 13'-10" 13'-2" b 13'-2" w 13'—•10" I6I } 31'-11" rJ° `" rj' ()" t ■ ■ -- _" ■ k ----_------ _-__-_� ' r- k=A+ I a % a fR.iti►A CEJ. 1gtH {4 KKf 5 9AR (iYP%TAI� t!1 I # ( N TO a a 1'^^" 3 3 -E. r --3w 7, w 7> 3 3 -8a 7 -2 4 I I TEP 9 I STEP r-------- ------ I °� j■ OD ; ., I WIN (1) NO. aCELLBAR (TYPICAL) �y I P-1 kl7 C} I 8 x a I -I= CELL I ^MI"r E I I ¢ I wm (1) NIL a em (TWW4 :r I milt (t) Nm a am (TYPICAL I u" Cat.�' Awl i I I I o I i STEP I I I ■ F4 � 41 I I � kN I 1 I I I� i I kcs 1 I i ■ 1 I "3 p (1) N0 ft (WICAL) 1 r GAD I n CaL YITH (1) to 5 am (TYPICAL) I k -&--+0,0" SEE SURVEY FOR FINISH FLOOR ELEVATION _ _ _, j ■ k I _ I 4" THICK CONCRETE SLAB, 3000 PSI I PIBERMESH MIX, MONOTLITHIC WITH I r^ [ FOOTINGS PER SCHEDULE ON CLEAN , 4 b ^I TERMITE TREATED SOIL, COMPACTED TO MIN STE k oI ` I 2500 PSF. 6 MIL VAPOR BARRIER I AND CORNER BARS tTZ I 1 � I I 1 x I F-4 I r I I k o I 9 I I I mTxtt (,} (TYPICAL.) I ih I {Ir IN I I I k k I STEP I r w I o P-2I I } F4 I } ( ^ STE � �` III �$� I ■ I p k 7EP i� a x a Fun PI b kp I I 1'M (1) W a BAR (TMCW •r I 1 i _ ^ P — - - _ M 1 -) a x a mm COLL I I a x a FILLED CLLI. wm (1) ND. f MITI (1) NO. s BAR (rmeAt) ■ ■ I , I I i F t I k STEP ■ I I I I ■ I w1H (i) NM BAR (r,plcAL1 ! 6 _41 101 IAe ;9y ^v I I ti F_1 ` fA I ! I k ve1H (1) In as BAR (TYPICAL) I ;a'-2" I { I I I I D I T a x 8 sun OaLI k I ......,.......,.3 L, ..... _... ........1 ! L — ..- — — ... — _._. g � my" (t) - — — s (T CI'A y. IN 16'—E" 3'--2" 13' 9" 10'--11« 2D` 1O" 6n.—D" ARCHITECTS i GENERAL CONTRACTORS :=C=iu�klRWala Geis DsWMWMW *WW COMPANY 17NS 115 TH AVE. NOM .RIPIM, FWMDA 33476 L,7 PH: 561-216-1000 t CELL 561-715--OB31 St. Lucie County 319 167TH ST NO. MIAM1 MACH, Fi, 33162 305-�464p�C0 WWKADVANCE)•-OWON-SUILDINO.COM ::.. 1 # sReeli: i q(��} DATV CL1ENTs ALPHA DESIGN CONTRACTOR LLC 0 3707 TANAGER PLACE FORT PIERCE FL 34982 FOUNDATION PLAN UWigi5l7k MAW BY•. 'we mom BY: BVJ PRO em p SCALE+ i INCH x .• r,- '« z•r. .. a. . .� .�7 is-e. �. A.' n•, �. �_> .�� 60'-O" B" 13'-10" 13'-2" b 13'-2" w 13'—•10" I6I } 31'-11" rJ° `" rj' ()" t ■ ■ -- _" ■ k ----_------ _-__-_� ' r- k=A+ I a % a fR.iti►A CEJ. 1gtH {4 KKf 5 9AR (iYP%TAI� t!1 I # ( N TO a a 1'^^" 3 3 -E. r --3w 7, w 7> 3 3 -8a 7 -2 4 I I TEP 9 I STEP r-------- ------ I °� j■ OD ; ., I WIN (1) NO. aCELLBAR (TYPICAL) �y I P-1 kl7 C} I 8 x a I -I= CELL I ^MI"r E I I ¢ I wm (1) NIL a em (TWW4 :r I milt (t) Nm a am (TYPICAL I u" Cat.�' Awl i I I I o I i STEP I I I ■ F4 � 41 I I � kN I 1 I I I� i I kcs 1 I i ■ 1 I "3 p (1) N0 ft (WICAL) 1 r GAD I n CaL YITH (1) to 5 am (TYPICAL) I k -&--+0,0" SEE SURVEY FOR FINISH FLOOR ELEVATION _ _ _, j ■ k I _ I 4" THICK CONCRETE SLAB, 3000 PSI I PIBERMESH MIX, MONOTLITHIC WITH I r^ [ FOOTINGS PER SCHEDULE ON CLEAN , 4 b ^I TERMITE TREATED SOIL, COMPACTED TO MIN STE k oI ` I 2500 PSF. 6 MIL VAPOR BARRIER I AND CORNER BARS tTZ I 1 � I I 1 x I F-4 I r I I k o I 9 I I I mTxtt (,} (TYPICAL.) I ih I {Ir IN I I I k k I STEP I r w I o P-2I I } F4 I } ( ^ STE � �` III �$� I ■ I p k 7EP i� a x a Fun PI b kp I I 1'M (1) W a BAR (TMCW •r I 1 i _ ^ P — - - _ M 1 -) a x a mm COLL I I a x a FILLED CLLI. wm (1) ND. f MITI (1) NO. s BAR (rmeAt) ■ ■ I , I I i F t I k STEP ■ I I I I ■ I w1H (i) NM BAR (r,plcAL1 ! 6 _41 101 IAe ;9y ^v I I ti F_1 ` fA I ! I k ve1H (1) In as BAR (TYPICAL) I ;a'-2" I { I I I I D I T a x 8 sun OaLI k I ......,.......,.3 L, ..... _... ........1 ! L — ..- — — ... — _._. g � my" (t) - — — s (T CI'A y. IN 16'—E" 3'--2" 13' 9" 10'--11« 2D` 1O" 6n.—D" ARCHITECTS i GENERAL CONTRACTORS :=C=iu�klRWala Geis DsWMWMW *WW COMPANY 17NS 115 TH AVE. NOM .RIPIM, FWMDA 33476 L,7 PH: 561-216-1000 t CELL 561-715--OB31 St. Lucie County 319 167TH ST NO. MIAM1 MACH, Fi, 33162 305-�464p�C0 WWKADVANCE)•-OWON-SUILDINO.COM ::.. 1 # sReeli: i q(��} DATV CL1ENTs ALPHA DESIGN CONTRACTOR LLC 0 3707 TANAGER PLACE FORT PIERCE FL 34982 FOUNDATION PLAN UWigi5l7k MAW BY•. 'we mom BY: BVJ PRO em p SCALE+ i INCH O 3'-2" ®1 1 0, v L0 Ln L0 a' 13'-10" 14 l01 8 X 8 FILLED CELL f YNTH (1) NO. 5 BAR BEAM AT IV-0"AFF w 8 X 8 FILLED CELL MIN (1) NO. 5 BAR (TYPICAL) BEAM AT 10`-O'AFF 0 8 X 8 FILLED CELL NTH (1) NO. 5 BAR (TYPICAL) AT f BEAM AT 10'-O"AFF 8X8FI VATH (1) NO. 5 BAR 0 4'-101" 4'-1 10'-0"AFF C-2 7'-5" \W CLAM A I 0 IN to'-o"aFF a 8 X 8 FILLED CELL VIETH (1) NO. 5 BAR (TYPICAL) 2,�2. 1� BEAM AT 10'-0"AFF c� er r— BEAM AT IW-D'AFF R 8 X 8 FILLED CELL VATH (1) NO. 5 BAR (TYPICAL) AM ATM AT 13'-0"AFF - If-0"AFF ,, BAR (TYPICAL) : 171 0 �a + BEAM AT SolIN i% B 8... 1 X 8 FILLED CELL IN (1) NO. 5 BAR (TYPICAL) 5'- 0 8 X 8 FILLED CELL BEAM AT NTH (1) N0. 5 BAR (TYPICAL)\ 10'-0"AFI 8 X 8 FILLED CELL IMTH (1) NO. 5 BAR (TYPICAL)\ 0 4" B X B FILLED CELL VATH (1) NO. 5 BAR (TYPICAL) 8 X 8 FILLED CELL VATH (1) NO. 5 BAR (TYPICAL) M AT 41n 12'-CrAFF BEAM AT 10'-0"AFF 8 X 8 FILLED CELL VATH (1) NO. 5 BAR (TYPICAL) 8 X 8 A VATH (1) NO. 5 BAR —5" I 1n,_ 10" -11" 20' Lal 00 I <r BEAM AT d AT AFF AT G- CASTCRETE LINTEL BEAM SCHEDULE GRAVITY LOAD UPLIFT LOAD MARK LEGNTH OF LINTEL BEAM ALLOWED APPLIED ALLOWED APPLIED _ COMPOSITE 1 1 4'-6" 6113 550 2724 l-1 .J 650 8F18-181T 5'-9tl' 4380 550 2093 0 2A 5'-10" 1451 250 909 8Fi8--981T O2 SIT-4' 1609 650 993 =700WFI24-12T"11T 44A 7'-S' 2632 650 1834 5 7'-6' 1121 650 727 500 8F8-161 1W DEEP BEAM PER low 550 1500 TRUSS MANUFACTURER 1200 SF16-161T El 4'-0" 6113 $50 3079 650 6F16-t61T 8 $A 9'-4" 2486 650 2064 700 8F24-182T 9 10'-6" 27Bi 650 608 9000 BF20-18 10 13'-4' 288J 650 1993 1950 BF32-2T 99 3'-6" 6113 550 3547 850 8Ft8-i61T 92 W-6 4360 550 2093 850 6F1B--iB9T 13 14-0" 471 350 418 250 8F16-181T 14 15-4" 4M 350 609 250 8F16-1181T ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT CROUP COMPANY 17968 115 TH AVE. NORTH JUPITER. FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.AD VANCED-DESIGN-BUILDING.COM ENECM OBYDAPROPERTY OFINS�ETICKS ARE ROUND HHl OEYELOPMEN7 6CCa f7P. INC./ �p wYM"�D DE9GN "iROw t ARE "M 11 PR ql ANY OTHER PRO$CTS AGREEMENTS N W THIS HILL T E No BY RPoTRN "INT WITH HOUND HILL NO DESIGN CHANCES NNICH ALTER THE EXTENT OF RIM DRAYANGS OR SPEC11CAT10NS ARE TO BE MADE NiTHOUT OBTAINING NRITIEN PERMI^S M FROM ROUND HILL DEYET.OPWENT GROUP. ARCHITECT: BERNARD C*4 JONES o ARCHITECT SEAL: Q DATE: CLIENT: The Ramirez Residence 3707 TANAGER PLACE REMARKS FORT PIERCE FL334982 - JBEAM COLIUMN 8A 8P18-1B17 ]PLAN DRAWN BY: JMG CHECKED BY: BVJ PROJECT f SCALE: j INCH S-2 TRUSS CONNECTOR SCHEDULE tA. MANUF. TYPE BEARING CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS NOTES UPLIFT FLOOR LATERAL F1 LATERAL F2 TO STRUCTURE TO TRUSS S1 SIMPSON LGT2 WOOD 2050 - - (14) 16D (16) 16D S2 SIMPSON LTS16 WOOD 775 - - (6) 10 D X 1.5 (6) 10 D X 1.5 - - 7) 10DS R )1ODSS S3A SIMPSON MTS16 WOOD 1000 S4 SIMPSON HD5A CONC. 2485 - 6 EMg pR BOLT - BBOLTS RU HD10A CONC. 5540 - - 7/8 SSTB ANCHOR 4-7/8 THRU S5 SIMPSON BOLT - 10" EMBED, BOLTS S6 SIMPSON THGBH3 8010 12000 - - (8) X 6" E.MB (10) 10 D +2-" THRU BLTS (2) j X ANCHORS S7 SIMPSON HGT-2 CONC. 10890 - - Y (16) 10 DS S8 SIMPSON MSTA 30 WOOD 1835 - - (11) 10 DS (11) 10 DS S9 SIMPSON HUS210 WOOD 720 2845 - - (30) 16D (10)16D S1O SIMPSON HU212- 2 WOOD 905 1085 - - (16) 16D (6)10D X 1.5 S11 SIMPSON HETA16 CONC. 1810 415 1100 EMBEDDED (9) 10D X 1.5 S12 SIMPSON HETA16 CONC, 2035 1225 1055 EMBEDDED (12) 1OD X 1.5 2 STRAPS TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR UPLIFT FLOOR CONNECTOR LATERAL Ft CONNECTOR LATERAL F2 FASTENERS TO STRUCTURE FASTENERS TO TRUSS NOTES S13 SIMPSON HETAL 12 CONC. 1085 415 1100 EMBEDDED (10) 10 D X 1.5 S14 SIMPSON DETAL 20 CONC. 2480 2000 1370 EMBEDDED (18) 10 D X 1.5 S15 SIMPSON MGT CONC. 3965 (22) 10 D NOTES : 1. CONTRACTOR TO VERIFY USE OF COMPATIBLE HARDWARE WITH PRESSURE TREATED WOOD USED IN CONTACT WITH 2. CONTRACTOR TO VERIFY SIZES OF ALL CONNECTORS FOR PERFECT FIT 3. ALL EMBEDDED ANCHOR BOLTS TO HAVE SIMPSON HIGH STREGNTH 2 PART EPDXY 4. CONTRACTOR TO PROVIDE TRUSS ENGINEERING TO ARCHITECT PRIOR TO ORDERING 5. TRUSS HOLDOWNS TO BE REVIEWED PRIOR TO ORDERING TRUSSES TO VERIFY DESIGN UPLIFTS RELATIVE TO ACTUAL TOTAL ATTIC AREA = 4501 SO. FT X5D X 4501 = 30.0 SO. FT 3" SOFFIT VENT CONTINUOUS =15 SQ. IN. / FT. ( .104 SQ. FT PER FOOT) 30.0 / .104 = 288 LINEAR FT REQUIRED OF 3" VENT JrT 1000# FTm 300 F2- 300 J 1 I -F7= 300 F2= 300 CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-2T6-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.AD VANCED—DESIGN—BUILDING.COM THESE DRAWINGS AND SE MF"*nONS ARE INSTRUMENTS OF 5FRMCE ANa ARE Tiff PROPERTY OF ROiIEGs RILL a8VF1APMRlT CRCUP, INC. ,bo ADVANCED DEM h NRNADNNG. THEY AR€ NOT USED ON ANY OTHER PROJECTS OR E3ttE OOHS OF TIME PROJECT MIEPT BY MRTO N AGREEMENTS WITH ROUND HILL I)EvE.vf MINT amp. NO DE90N CHANGES *1104 ALTER THE INTENT OF THESE MAINNGS OR SPECROAVONS ARE TO K MADE WITHOUT OffTARI NG WRITTEN PETRMSSION FROM ROUND H&L DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT FT 1000/ FT= 300 CLIENT: F2- 300 SEAL: DATE The Ramirez Residence ADDRESS: ti N 3707 TANAGER PLACE FORT PIERCE FL,34982 ROOF FRAMING PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT f. SCALE: I INCH S-3 F2= 306 _ 1 SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS ONLY MAIN BUS RATING: 200 AMPS LOCATION: LIVING RM 120/240, 1—PH, PANEL " A VOLTAGE: 3—WIRE MOUNTING: _ FLUSH MOUNT AMPS POLES TOTAL VA WIRE SIZE DESCRIPTION CKT. NO. CKT. NO. DESCRIPTION WIRE SIZE TOTAL VA PALES AMPS 20 1 1500 12 GENERAL LIGHTING 1 2 SMALL APPLIANCES 12 1,500 1 20 20 1 1500 12 GENERAL LIGHTING 3 4 SMALL APPLIANCES 12 1,500 1 20 50 2 (10,000) 6 AHU HEAT STRIP #1 5 6 8 AHU HEAT STRIP #2 6 (10,000) 2 60 7 40 2 8 ACU #1 9 10 ACU #2 2 40 11 12 1 50 2 12,000 6 RANGE 13 14 LIVING ROOM LIGHTING 12 1,500 1 20 15 16 LIVING ROOM POWER 12 1,500 1 20 25 2 4500 6 WATER PUMP 17 18 DRYER 6 5,000 2 30 19 20 20 1 1,500 12 WASHER 21 22 BATH GFI'S 12 1,500 1 20 20 1 1,200 12 _DISHWASHER 23 24 EXTERIOR GFI'S 12 1,500 1 20 20 1 1,000 12 GARBAGE DISPOSAL 25 26 DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1500 12 REFRIGERATOR #1 27 28 KITCHEN LIGHTING 12 1000 1 20 20 1 1,500 12 MICROWAVE 29 30 BATH LIGHTS 12 2,000 1 20 15 1 419 12 FOYER/ENTRY 31 32 BEDROOM POWER 12 1500 1 20 15 1 1000 12 EXTERIOR GFI 33 34 SMOKE DETECTORS 12 1,000 1 20 35 36 HOT WATER HEATER 6 5,000 2 50 37 38 39 40 SPARE 41 42 SPARE SUBTOTAL 31519 28000 SUBTOTAL TOTAL LOAD(WATTS)— 58519WATTS DEMAND LOAD CALCULATIONS 58519 TOTAL GENERATED CALCULATED LOAD•FIIRST 10 KW 0100% : 10,000 REMAINDER 0 40% : 19407 A/C 10 KW 0100% 10,000 TOTAL: 39,407 CURRENT PER PHASE = TOTAL LOAD (VA) / (240)r 164 AMPS 39,407 _ 200 AMP SERVICE * VERIFY ALL EQUIPMENT LOAD BREAKER AND WIRE SIZES PRIOR TO INSTALLATIONS ELECTRIC METER 200 AMP PANEL A 4rt'. 3 #2/0 IN 2": C. #2 CU IN 1.5" CONDUIT GROUNDING ELECTRODE UFER GROUNDING PER NECK 3 POINT GROUND FIELD ATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR MIN 30 FEET UNDERGROUND COLD WATER PIPE(CU) CONCRETE ENCASSED ELECTRODE ELECTRICAL RISER DIAGRAM NTS 1) ALL FIXTURES TO COMPLY WITH MIAMI DADE COUNDY WATER USE EFFICIENCY STANDARDS ORDINANCE NO. 8-14 AND ALL APPLICABLE FLORIDA BUILDING AND PLUMBING CODE REQUIREMENTS PLUMBING FIXTURE SCHEDULE SEE NOTE I NO, FIXTURE ANUFACT MDETYPEL/ FAUCET REMARKS 3 WATER CLOSET AMEBIC AN ELONGATED ELONGATED — 9.28 GAL FLUSH 5 HAND SiNK(LAV KDHLER OVAL EN CHEETTEAU Two LEVER I WATER HEATER STANDARD SG GAL .97 EF I KITCHEN SINK SAMANpp TWIN BOWL MOEN SINGLE LEVER 22 X 31 BAN13URY 3 BATH TUB SST DARD PORCLEAN BANBURY 1 LEVER AND 1 FAUCET I SHOWER CUSTOM 'nLE MOENDANBURY SINGLE LEVER I ROMAN TUB CUSTOM MARBLE 32" X 64" TWO HANDLE WIDE SPREAD BAGLNBBURY NOTE 1- ALL FIXTURES TO COMPLY WITH MIAMI DADE COUNTY WATER USE EFFICIENCY STANDARDS ORDINANCE NO. 8-14 D ALL APPLICABLE FLORIDA BUILDING D PLUMBING CODE REQUIREMENTS AIR CONDITIONING SYSTEM SCHEDULE UNIT, Na MAKE AIR HANDLER UNIT DATA CAPACITY DATA AIR COOLED CONDENSING UNIT DATA REMARKS MODEL CFM AMPS V/R _ COOING MODEL LINE S2 S L SEER VOLTS F.L. P$COOLING TAL V LRA RLA TOTAL SENSIB 1 TRANE TSCO48A3 2017 4.3 2360 48M 10. 1 60 4048 7/83/8 14 230/1/60 117 21.8 48000 336Q0 4 TON 2 TRANE ' TSC036A3 2017 4.3 230/ 1-60 360DO 10, 230/ i 60 40TR" 7/83/8 14 230/1/60 117 21.8 36WO 28600 3 TON I I I I SUPPLY AIR DUCT SUPPLY AND RETURN DUCT PLENUMS TO BE MECHANICALLY ATTACHED TO THE AHU PER FBCR-M1601.4.1.6 AND PROPERLY SEAL air ilcndlCr 60CLEARANCE ALL AROUND UNIT BOTTOM MOUNTING BRACKET W/ (i)NO. 10 SCREW AT 12"OC /6"EI AIR HANDLING UNIT CONDENSATE DRAIN P " PLY. SEE CONDENSATE TRAP DETAIL FOR FLOA SWITCH OR AUXILARY DRAIN PAN PER FMC SEC. 307.2.3 -IARGE OF CONDENSATE PER SECTION OF THE FMC AND SECTION 1503.7 OF IDA B CODE MOISTURE RESISTANT (GREEN BOARD) #LL ALL SIDES OF RETURN AIR DUCT RETURN AIR DETAIL AT AHU STAND EXTERIOR A/C UNIT 4 INCH SLAB (MIN) TIE —DOWN A/C CONDENSOR UNIT W/ (6) Y4 DIA. X 1.5" EMBEDMENT TAPCON CONCRETE SCREWS 0 ALL 4 CORNERS AND (6) NO. 10 S.S SHEET METAL SCREWS THRU 18 GUAGE STRAP TO A/C UNIT FRAME OR (2) 3/8" X 4" EMBEDMENT WEDGE ANCHOR TO SLAB AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AMU SHOULD SECONDARY DRAINLINE ACCUMULATE WATER. (NOT REQUIRED ,IF SECONDARY DRAIN PAN IS USED) 12" EXTENSION PIPE WITH THREADED CAP AT END VENT CLEANOUT WITH SLIP —FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEAN OUT AT LEAST 1" ABOVE FLOAT SWdTHC TRIPPING HEIGHT ----�p— �IN SECONDARY DRAIN b 2`( PAN. PREMANUFACTURED TRAP AT 3" DEEP WITH CLEANQUT IS CONDENSATE TDETAIL ARCHITECTS u CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 551-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 W W W. AD VANCED—DESIGN—BUIL.DING.COM ARCHITECT: BERNARD C�j JONES o ARCHITECT r„I SEAL: +� DATE: BRIX:@i The Ramirez Residence ADDRESS: 3707 TANAGER PLACE FORT PIERCE FL,34982 SCN VDU LES AND DETAILS _dv& DRAWN BY: JMG CHECKED BY: BVJ SCALE: I INCH EXISTING LEGEND WALL MOUNT FIRE © SUPPRESSION AT KITCHEN HOOD NG DANT LAMP(HEA DANT ° *NEW EXISTING ADDED FIRE RSPRINLER SPRINKLER SWITCH LETTER HEAD HEAD �O RECESSED MAKE UP AIR LIGHT L, [ j \ CEILING RETURN AIR GALE SURFACE MOUNT 1 X 4 FLUORESCENT SUPPLY S REGISTER 1Y7 FLUORESCENT CEILING FAN E]{iu EXIT SIGN/EMERGENCY ttiit LIGHT COMBO ~` EXHAUST FAN Ef SIGN $ SWITCH 3 I WAY SNATCH PANEL EMERGENCY LIGHTING /,i-- A-10,, .pRCU1T NO. El FIRE ALARM PULL STATION / (�\ GROUND TYPE DUPLEX RECEPTACLE ( I„I) 12DV-20AMP INTEGRAL FAULT INTERRUPT PROTECTION CD COMBINATION fISIBLE RECENT TYPE DUPLEX STROBE STROBE RECEPTACLE120V-20AMP WEATHERPROOF TYPE owp CD -CANDELA BO"-98' AFF A NG RECENT TYPE SINGLE RECEPTACLE 120V-20AMP +18"AFF UNLESS NOTED OTHERWISE /(� GROUND TYPE DUPLEX RECEPTACLE E\\lL Iy1 GROUND - 20 AMP MOUNTED IN CEILING 1�� GROUND TYPE DUPLEX OUTLET �T 12OV-20AMP +187AFF U.N.O. RECENT TYPE DOUBLE DUPLEX GROUND TYPE 120V-2E D MOUNTED (\TI'IIfl1 IN TWO GANG OUTLET BOX AT 18'AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX 12OV--20AMP MOUNT ABOVE // 173QA 120Y SPECIAL PURPOSE OUTLET �J (SUFFIX INDICATES AMPS) 00C COUNTER OR AT HEIGHT NOTED 22ov /�I COMMUNICATIONS OUMET `,� pA 3 EMIR 1 OR 4 WRE 3� SPECIAL OUTLt7 J (SUFFIX INDICATES AMPS) S SECURITY JUNCTION BOX PPAO SATELLITE RADIO 1V OUTLET SRA ANTENNA SECURITY KEY PAD CONDUIT THRU WALL SMOKE DETECTOj O (rHOTOELECTRIC) WIRELESS , TELEPHONE W� ACCESS OUTLET CM CAROM MONOCIDE on COMBO EMERGENCY PUBLIC [ e { SPEAKER OO(GEI1NG MOUNT) CALL/PUSH B U77M a �- SUFFIX (INTEGRATED TO SECURITY SYSTEM) INDICATES MICROPHIONE OUTLET ❑M (MICROPHONE SYSTEM) O PUBLIC ADDRESS/INTERCOM S SPEAKER (WALL MOUNT) a .._SUFFIX &VICATES P + °'O SUFFIX INDICATES gio SECURITY CAMERA no SECURITY MOTION SENSOR T THERMOSTAT POS POINT OF SERVICE LOB 10 SASE T WIRING SPEAKER WIRE POINT AT SPEAKER VOLUMN CONTROL ® RESTROOM A/C SUPPLY ®� EXHAUST FAN AIR DIFFUSER ELECTRICAL PLAN SCALE: 1/4 INCH ELECTRICAL NOTES: 1. All EXISTING AND NEW WORK SHALL BE IN COMPUANCE WITH ALL APPLICABLE NATIONAL, (N.E.C), FBC, AND LOCAL CODES. 2, FIXTURES, RECEPTACLES, SWITCHES MARKED WITH AN 'E' ARE TO REMAIN(SALVAGED IN THE RENOVATION AREA ALL OTHER ELECTRICAL 17EMS REMAIN UNCHANGED OR BROUGHT UP TO EXISTING CODE AS REQUIRED). 3. SMOKE DETECTORS WITHIN AND OUTSIDE KEEPING ROOMS SHALL BE HARDWIRED AND INTERCONNECTED THRU OUT THE HOUSE 4. ALL BATHROOMS SHALL HAVE A DEDICATED 20 AMP CIRCUIT 5, AU. SLEEPING ROOMS AND OTHER REWIRED AREAS SHALL HAVE DE ON AN ARC- FAULT INTERUPTED CIRCUIT PER N.E.C. S. TAMPER PROOF RECEPTACLES AS REWIRED BY CODE 7. NEW ELECTRICAL PROVIDED IN GARAGE TO LIVING ROOM CONVERSION B NEW ELECTIRICAL IN DINING, STUDY, KITCHEN SMALL COUNTER AREA ONLY 9. NEW LIGHTS AT EXTERIOR EXIT DOORS AT MASTER BEDROOM AND FAMILY 10. ALL OTHER AREA NO OTHER ELECTRICAL UNLESS NOTED OTHERWISE EMPTY CONDUIT GANG V BOX .ANK IN GARAGE ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561--718--0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW. ADVANCED-DESIGN-BUILDING.COM ARCHITECT: BERNARD *� JONES o ARCHITECT SEAL: DATE: CLIENT: The Ramirez Residence ADDRESS: 3707 TANAGER PLACE FORT PIERCE FL,34982 ELECTRICAL PLAN REVISIONS: DRAWN BY: ,HMG CHECKED BY: BVJ PROJECT H. SCALE: } INCH E-1 A FLOOR _PLAN °ALE, 1/4 INCH! SQUARE F OOTAGES A/C = .334.0 SO. FT GARAGE,04ON--A/C.- 439 SQ. FT. FRONT PORCH - 119 SO. FT REAR PORCHES - 603 S9, F7 TOTAL SCE. FOOTAGE w 4,501 SLR° FEET �Mm.nnMR n Wind nd Speer t 170 V Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening Product. Nadel # Manufacturer Glass Attachment method Type, Building Design Product Design D .... Description, tion,- Size Spacing, S Embed -meat Pressure Pressure. y V ENTRY FIB SS RGAL THEI2MA- TRU FPA# 1,7 3R 0 IMPACT � 1/4" TC W11-1/2°' CONC. EMBED, V MAX FROM 3AMBCORNERS 14" ox. MAX, AT JAMBS, SILL, ARC! MEAD t•$ti / St1..._ +50.0 /�-50.0 i , ..: D2 PVC PRAMR 1b10 SOD ' MI PPA If 10240.5 LONE E 3" INSULATED Wi$$' FOR CONCRETE INSTALLATION UM U5E ELCO 1/4° TAPO0,NS EMBEDED 1 V80 SKIM OR 1/4 S54t ACNE FLEX EMB. 1 3/4 MIN, +40,5f-43.9 �°65.af 65,a IMPACT' _ . ... . GARAGE. DOORS GALV STEEL WAYNE DALT0 .FPA. # 18-0417.03 _" ... N/A � 7-5/ 6" x I-51 LAG SCREWS.WI ASHIER MEADS EA TRACK BRACKET, SEE BUCK 09TAIL.SMT A6 FOR SPACING. +34, I/-X0 +34.3/-38.3 �4w x 53.0 SH IMPACT fkLUM2%UM FIALSF 1 5 SIi &Iz .-. FL # 17499.E L£1 E 2e0 1NSULATFi} c;LaSs ST a 1/&",NOTE ABr3OT IX HUCKS6" ALL CORNERS,(4)0 46C 0 MEETING L EA °I ... +55 J 55 4�pry VV' b low x 96H Pw-IMPACT A6k1Ek3.I.E�IiM FRAME 185 SE.RIfiS S- .. __... �1 ,..-...-_....,, FL-# 17494.6 MI IFI # 17499.6 Low E ORSCORE INSULA'I`EI9 GLASS _._.. ..__.,.- .. ._.._ ... �ppr 1tY 3 s6 w x 63 H A SH IMPACT tiMIP3UM E 285 S4:181F$ME l t7w E Z70 INSULATED GLASS .. . +55 / -55 455 J -S5 �q� rI pY °'i' 4B w x 63 H SH IMPACT A . MIhlL1�'1°.I' m. E :RS SHRIES:SII ' MI - __. . ,. ....... kL. # 17499.E .,. LOW E 270 INSULATED GR.A5S � - " °� .-._ , ..`..._.._ +55 J -s5 ., ......._..... `-.^� �. - +5 / _SS - - 27=38H3 SH-IMPACT 4W1fJ.V.M .EMPI 185sslxasSH; . �, .. ;_ L .: GREY OBSCAPAC SINGLE GLASS . .. ..... .,.. .. .-......_.___.._. . Yi/ .,. 57SS ENTRY FIBERGLASS DOOR THEP°MA-TR FL # 1466$• R3 - N/A 1/4" TC W/1-1/2" CONC, EMBED, £" MAX FROM IAMB CORNERS Wa � n.c. MAX, AT )AMOS, $tU,., AND MEAD ..,, +40.5/-43.9 - 80.0/ 84.4 MULLION AMID BARK ALL � ERT FlJLL K1T At. RAMS ARI FPA # 15353.2 6 AI DART.T GAF %/A (a11/4u Ss;1 LCo AO6tEGATF &.iOP� B SAAC'IPiGi3S'E Ctue3w.. MULL. - , ,.::. +44.5%43 9 Product Model ManufacturerSrzer.. Attacbrrierit Meth6d `Type, tiilcirng Design Product i�eSI 'n aclrr & Embedment Pressure Pressure v r .:. Roofing _. , 26 gaa GD stal` Gulf Coast & -Crizliv3.RR .._ ZONE 4 w -�42A ZONE = -69.25 PSI` URdei°Ia9m�zetslwllbeanAST 02"w6°I aeiifnstalRedRapad wiels RA9n4"n�iied 2p%E 2 � 8 = -1OS.5 ZONE 2 S.9 a-A59.2S Izsf . -=''/APPz':sdcepPesi S2 ga i:§�a anralaY ripg shenks'pacad6"a.C,aYaiE laps si iwa - ._ .a MttctBi'3Fa$ 5tx- A M 1 Fag Q,02 Par _.-.._81 err'we12,"aa,!'aneifsaEanatsshatibe#9.1SX1'sfselfdn't° sei%ta t ktsx heal5xews�K/seaingwasber'Pl§rpeneir&pon3j26"k Irk prig I have reviewed the above producer �i�SroVa'"�l inforr ation and and c": pproved it. CONTRACTOR TO VERIFY AND PROVIDE EXACT ROUGH OPENING SIZES OF All 19iNDf36V5 AND DOORS Name: BERNARD JOKES Al�CHIT t i Signature Certif g4j.o.n. i' U' ber: AR 15193 W1N60W AND D5, R SCHE ULE NO. WIDTH X HT. _ TYPE _ EMBARKS 192" MDE X 96" HIGH EAU IMPACT 36" WIDE X 96" HIGH SWING DOOR ! A C C R .. � G . S 4 44 3 32" ODE X 96" HIGH D DOOR —SOLID A CLASS, PER F'BC 4 4410.2.3.1.3 q 24" WIDE X 96" HIGH WOOD DOOR IMPACT W CATEGORY I1 SAFEi ` GLAS$: PER FBC 4 4410.2.3.1,3 5 64" DOE X 96" HIGH WOOD DOUBLE DOOR IMPACT W CATEGORY 11 SAFETY3jass:6?EFi F$0 4 441d3.2.3j.,3 66" WIDE X 96" HIGH WOW B1--FOLD 74' WIDE X 96" HIGH WOOD 81--FOLD $ 29" WIDE X 96" HIGH WOOD 81-FOLD 29" WIDE X 96" HIGH WO'-'D 91--FOLD 15" WIDE X 96" HIGH SIRE LIGHTS IMPACT W CATEGORY II SAFETY 1 GLASS PER ,FBC 4 4410.241.3 ! 11 3B" WIDE X E14" HIGH ALUM, SINGLE HUNG IMPACT W GAfiEGORY II SAFETY GLASS PER F8C 4 4410.241.3 @ 2$" WIDE X .36" HIGH ALUM, SINGLE HUNG, IMPACT W CATEGORY CI SALTY ' G SPERFB 4 4410.23.1.3 _ 72" WIDE X 80" HIGH SL0NG GLASS DOOR IMPACT W CATEGORY If SAFETY G A PER MC 4 441 . . .. WIDE X WHIGH ALUM, SINGLE HUNG IMPACT W .CATEGtaRY ,1 sA�ETY t 72" N4I�E X 9Is" HIGI3 SLIDING GLASS DOOR ,R IMPACT W CA%dQRY it SAFETY G A a EftsFar, 4 4 'eY '62' av'J) 'i•* i'q .'{ i ..d. H aSM J(. `.0 .S' 4 GENERAL CONTRACTORS A ROM H U MCA OPMT {iRUUP 0014PANY 17968 115 7M AVE. NORTH JWITER, FLORIDA 33478 Phi. 961>216-1000 CELL 561-718-0831 319 167TH ST NO, MIAMI BEACH, FL, 33162. 305--4 4- GW WWW.ADVANCE.F}-OMON-BUii ANG.COM CLIENT, REVISION& Y OF WMRio4'-: , MAM -�' Wk Q a • vsR a•vm I I 3• I I w ARCHITECTS -I- GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FT_, 33162 305-454-8000 WWW.AD VANCFD-DESIGN-BUILDINr.COM THEM DRAWINGS AND spooncADONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPEtTY OF ROUND HILL OEYMOPMENT GROUP. (HC,/ 4bo ADVANCED DESIGN d< THEY ARE NOT M BE USED ON ANY MHER PROJECTS OR EXTENSIONS OF IM PRO.ECT EINCEPT BY WTOTNEN AGREEMO05 WITH RWND HILL GROUP. NO OEM CHA04GES WHICH AVER THE KHNT OF THESE DRAWINGS OR SPECFICATNINS ARE TO BE MADE WITHOUT OBTAMNG WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT BERNARD JONES ARCHITECT *y SEAL: DATE: a r; IrMT. The Ramirez Residence ADDRESS: 3707 TANAGER PLACE FORT PIERCE FL,34982 PLUMBING PLAN REVISIONS: DRAWN BY. JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH P-1 ISOMETRIC KEY NOTES SWX CHIEF WATER AMMER ARRESTOR 960 TYPICAL WATER HAMMER ARRESTORS ARE REWIRED FOR WICK CLOSING VALVES PER FBC RESIDENTIAL CODE P9015. FT SANITARY FROM BUILDING (TYPICAL) ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 1677H ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW. ADVANCED —DESIGN —BUILDING. COM THESE ORAMNGS AND SPEDRCATIDNS ARE INSMMEN73 OF SERVICE AND ARE THE PROPERTY OF Ramp HILL DEVFRa NTWADVANCED DESIGN h BUIMMM TRNmOT/Mw USED ON ANY OTHER PRO = OR EVENSONS OF THIS PRaECT EXCEPT MY W ITIFN AGREEMENTS WIN ROUND HILL DEVELOPMENT G OLIP. NO DESIGN CHANGES MNICH ALM 7HE NIGHT OF THESE DRAMINOS OR SPECnIZATONS ARE TO BE MOVIE 1111HOUT OBTAINING MRITTN PERMISSION FROM ROUND HmL MENT GROUP. ARCHITECT BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: The Ramirez Residence ADDRESS: 3707 TANAGER PLACE FORT PIERCE FL,34982 PLUMBING RISER DIAGRAMS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH P-2 STRUCTURAL NOTES: REINFORCED MASONRY WALLS 1.' THE DESIGN COMPLIES WITH THE FLORIDA 1. HOLLOW LOAD BEARING MASONRY UNITS BUILDING CODE - FBC 2017 6TH EDITION AND SHALL CONFIRM TO ASTM C-90, TYPE 1, GRADE REFERENCED CODES AND SPECIFIATIONS SHALL BE N SQUARE END, WITH MIN. AVERAGE THE LATEST AT THE TIME OF PERMITTING. COMPRESSIVE STREGNTH OF F'M = 1500 PSI 2. BASED ON ANSI/ASCE 7-10: BASIC WIND VELOCITY = 150 MPH OCCUPANCY CATEGORY = 11 CONTRACTOR SHALL INSPECT THE PLACING EXPOSURE C OF REBARS IN CELLS , VERIFYING THE 3. ROOF LOADS: TOP CHORD: DEAD LOADS: 15 PSF: CLEANLINESS OF THE CELLS TO BE GROUTED AND TOP CHORD: LIVE LOADS: 30 PSF: BOT. CHORD:LIVE LOADS: 0 PSF: OBSERVE THE PLACING OF GROUT OR CONCRETE BOT. CHORD: DEAD LOADS: 10 PSF: INTO THE CELLS. SEE ROOF FRAMING PLAN FOR UPLIFT DESIGN 3. MORTAR SHALL CONFORM TO ASTM C- 270 , TYPE M OR S. ALL INS I ALLA IIUrfS CBS WALL MANUFACTURERS REQUIREMENTS STUCCO FINISH DOOR SILL TO SET IN 18 GUAGE 2x6 P.T. BUCK SET IN 1/4" GALVANIZED PAN SEALANT FASTEN W/ "1" DEEP BACK (2) .25" TAPCONS ® 12"O.C. AND TWO SIDES (6 INCHES FROM ENDS) SET IN 1/4" BED DOOR TRIM DOOR TRIM OF SEALANT WITH SEALANT (TYP.) DOOR FRAME PER PRO. AP. SURROUNDING FASTEN TO BUCK W/ CONCRETE AND (2) #6 x 2' LG. P.H. SMS MASONRY CONCRETE SLAB STUCCO FINISH SCREWS 0 12" O/C' - DOOR TRIM SURFACES WITH -SEALANT (TYP.) A LIQUID DOOR TRIM MEMBRANE SILL PLAN DETAIL_ (DOOR) SILL SECTION DETAIL_ (DOOR) LDS' 4. LAY ALL MASONRY WITH FULL FACE HEAD 4. FLOOR DESIGN LOADS: DEAD LOADS 25 PSF JOINTS AND WITH FACE SHELL MORTAR BEDDING LIVE LOADS 40 5, USE OF ADMIXTURES ARE NOT PERMITTED PF 6. VERIT REINFORCING: 5S ALL CONCRETE TO BE REGULAR WEIGHT WITH A. ASTMM A-61E PER REINFORCING SECTION A DESIGN STREGNTH OF 3000 PSI A 28 DAYS B. VERTICAL REINFORCING STEEL WILL BE 3j IN. METAL TOP WITH MAXIMUM SLUMP OF 4" CENTERED ON THE CELL WITH LAP OF 48 BAR DIAMETERS. RUNNER 6. ALL REINFORCING TO BE NEW BILLET STEEL C. VERTICAL REINFORCEMENT IS REQUIRED AT ATTACHED WITH 2 1.25" CONFORMING TO THE LATEST ASTM A-615 GRADE EACH SIDE OF AN OPENING IN WALL, AT DRYWALL SCREWS EACH 60 , FABRICATED IN ACCORDANCE WITH THE CRSI INTERSECTIONS, CORNERS AND ENDS. TRUSS MANUAL OF STANDARD PRACTICE AND PLACED IN REINFORCING SHALL BE AS SPECIFIED OR MIN. ACCORDANCE WITH LAP SPLICE A.C.I. 318-02 NO. 5 BARS 1/2 INCH SEC. 12.2.3, 30.5" MIN, HORIZONTAL REINFORCING: PROVIDE #9 LAYER OF GAGE, LADDER TYPE HORIZONTAL JOINT DRYWALL 7. CONCRETE COVER UNLESS NOTED OTHERWISE REINFORCING EVERY SECOND BLOCK COURSE (1'4 NON WET ON DRAWINGS TO BE: HOOKED IN TO THE BOND BEAM AT NON - SIDE COLUMNS AND BEAMS ( TO THE TIES): 1.5" CONTINOUS END OF REBARS GRADE BEAMS" 3" 18 GAUGE , 3j IN, EXTERIOR SLABS ON GRADE: BOTTOM: 1.5" D. ALL VERTICAL REINFORCING SHALL BE METAL STUDS AT 16 IN. O.C., NON TOP: 2" REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. BEARING, 1 IN. ( ABOVE. LAP 36 BAR DIAMETER OR MIN OF 18 "L"INTERSECTIONS. ANCHOR TO COLUMNS WITH SCREWS AT 8 INCHEESS 8. COLUMN REINFORCEMENT: DOWELS TO BE 48" LIFT TO BE 8 FT ON H. O.C. EDGE/ INCHES , U.N.O. PROVIDE RIGID TEMPLETS FOR MINIMUM 4" EXTENSION INTO COLUMN POURED DOWEL LOCATION. PROVIDE STANDARD HOOOKS AREA 8, PROVIDE " DOBE TAIL ANCHORS AT 16 3j IN. BOTTOM RUNNER AT TOP OF ALL VERTICAL REINFORCEMENT AT INCHES ON CENTER FOR ALL MASONRY PLACED ATTACHED TO EXISTING ADJACENT TO ALREADY IN PLACE COLUNS SLAB WITH TWO 1" INCH NON CONTINUOUS COLUMNS. SAME SIZE AND NUMBER AS VERTICAL REBARS 9• CELL FILING CONCRETE SHALL BE PEA DOCK EMBEDMENT HILTI PINS 9. BEAM REINFORCEMENT: LAPPED 36 BAR CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH AT 16 INCH O,C. (OR DIAMETER OR MINIMUM 18 INCHES ( SEE ANY t'C= 3,500 PSI MIN. AT 28 DAYS. TWO " 3&" TAPCONS BEAM DIAGRAMS) BOTTOM BARS TO BE SPLICED 10. LINTELS: THE CONTRACTOR SHALL PROVIDE WITH 1" EMBEDMENT TO ONLY AT SUPPORTS, TOP BAR SPLICES ONLY AT PRECAST CONCRETE LINTELS PER SCHEDULE SLAB) MID SPANS. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES U.N.O. ALL HOOKS TO WOOD TRUSSES Concrete Slab BE STANDARD 90 DEGREE HOOKS AT REQUIRED. THE BUILDING CODE REQUIRES THE ENGINEER OF 10. ADDED REINFORCEMENT: PROVIDE RECORD TO INCLUDE WITH ALL RECORD PLANT YPICAL PARTITION WALL Al WET ADDITIONAL CORNER BARS IN FOUNDATION AND COMPLETE TRUSS FRAMING PLANS, INCLUDING ALLS OF BATHROOM BEAMS BENT 36 INCHES MINIMUM EACH WAY AT CONNECTIONS AND LOADING DATA, TO THE "L" AND "T" CORNERS IN OUTER FACES OF ALL BUILDING DEPARTMENT FOR PERMIT . THE TRUSS BEAMS TO MATCH ALL HORIZONTAL BARS( TOP, DESIGNER DELEGATED ENGINEER MUST FOLLOW INTERMETIATE, BOTTOM REBARS) THE LAYOUT TO THE TRUSSES AND GIRDER TRUSSES AS SNOWN ON THE STRUCTURAL 11. SEE PLAN FOR MINIMUM SIZE CONCRETE FRAMING PLAN . IN THE EVENT THAN THE TIE -BEAM AND COLUMN REQUIREMENTS. TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN THE LAYOUT , HE MUST CONTACT THE ENGINEER 12, SOIL STATEMENT- THE NATURE AND OF RECORD (AS SOON AS POSSIBLE AND DURING CHARACTER OF THE SOIL CONDITION BENEATH THE DESIGN PHASE) AND PROVIDE THE PERTINENT THE STRUCTURAL FOUNDATION HAS BEEN INFORMATION (LOCATION AND MANGINTUDE OF PRESUMED TO HAVE AN ALLOWABLE BEARING LOADS) TO THE ENGINEER OF RECORD. CAPACITY OF 2,500 PSF AT THE TIME OF CONSTRUCTION IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE , PRIOR TO PERMITTTING OF THE STRUCTURAL WOOD : PROJECT THE OWNER OR CONTRACTOR SHALL TO CONFORM TO RULES OF THE PROVIDE TRUSS SHOP DRAWINGS, FOR THE A/E AANUFACTURER'S ASSOCIATION ULNDER WHOSE REVIEW, PRIOR TO START OF FOUNDATION 3j IN. METAL TOP CONSTRUCTION. THE STRUCTURAL FRAMING RUNNER WLES THE LUMBER IS PRODUCED(SEE SUPPLIER'S PLANS OF RECORD WILL BE MODIFIED TO INCLUDE ATTACHED WITH 2 1.25" 33PECIFICATIONS). ALL THE INFORMATION CHANGED ON THE SHOP ?♦ TO BE AIR DRIED , WELL SEASONED AND DRAWINGS, AND NEW FRAMING PLANS ISSUED (AT DRYWALL SCREWS EACH 3RADE MARKED AT MILL. AN ADDITIONAL COST). NO FOUNDATION WORK TRUSS 5. TO BE NO, 2 SOUTHERN PINE SHALL BEGIN BEFORE THE STRUCTUAL ROOF F, ALL STUCTURAL WOOD TO BE SURFACED (4) AND FLOORS TRUSS FRAMING PLANS HAVE BEEN 31DES (S-4-S) WITHA MINIUMN FIBER STRESS IN VERIFIED AND COORDINATED WITH THE 3ENDING OF 1,200 P.S. AN DA MAXIUMUM ENGINEERED TRUSS SHOP DRAWINGS.e9 FIRECODE AOISTURE CONTENT OF 19 PERCENT. 1, DESIGN AND FABRICATED IN ACCORDANCE WITH AT GARAGE SIDE . ALL LUMBER AND PLYWOOD IN CONTACT WITH " NATIONAL DESIGN SPECIFICATIONS FOR STRESS ;ONCRETE, STUCCO, MASONRY AND OTHER GRADE LUMBER AND ITS FASTENERS" BY NFPA. ;EMENTATIOUS MATERIALS SHALL BE TREATED TO 2. TRUSSES DESIGNED AND SEALED BY FLORIDA 25 GAUGE(.015 IN. dOMPLY WITH AWPA STANDARD LP-2. REG. ENGINEER AND THEY SHALL BE DESIGNED IN 5. STORE ALL LUMBER ABOVE GRADE OR FLOOR COMPLIANCE WITH THE FLORIDA BUILDING CODE, THICK 3 IN. STACK TO ALLOW PROPER AIR CIRUCULATION INCLUDING THE PERMANENT BRACING. METAL STUDS AT 24 kND PROTECT FROM WETTING WITH SUITABLE 3. TRUSS ENGINEER SHALL INDICATE THE NET IN, O.C„ NON ;OVER. WIND UPLIFT REACTIONS FOR EACH TRUSS AND BEARING 11 IN. ( #6) GIRDER TRUSS. EACH TRUSS SHALL BE STRAPPED TO THE SUPPORT WITH A HURRICANE CONNECTOR (AS DETAILED ON THE PLAN). 4. THE TRUSS ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON THEIR LAYOUT ALL LATERAL BRACING REQUIRED OF ANY TRUSS AS REQUIRED BY THE TRUSS PLATE INSTITUTE. 5. ALL TRUSSES TO BE INSTALLED WITHIN THE OUT OF PLANE OR PLUMB TOLERANCES DICTATED BY THE TRUSS PLATE INSTITUTE. 6.INTALLATION OF TRUSSES LONGER THAN 35 FT OR HIGHER THAN 6FT IN HEIGHT SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A LICENCED STRUCTURAL ENGINEER OR ARCHITECT, SCREWS AT 8 INCHES O.C. EDGE/ 3j IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " 3/6" TAPCONS WITH 1" EMBEDMENT TO SLAB) ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2017 RES. .-CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR CoICrete I Slab TYPICAL PARTITION WALL O r _ [BED SLOPE TO DRAIN 1/2 INCH TILE TILE SHINGLE ROOF PER PRODUCT APPROVAL PRE ENGINEERED -" ROOF TRUSSES AT 24 INCHES ON CENTER 2 X4 BRACING AT 48" OX VATH 2 -12 D NAILS EACH PT. 4" COWWOUS 16"X16" MONOLETHIC CONTINUOUS MONOLITH 4" #5Q #5( 12" 16" � r I Mr wall r BIDQ NTILABON CALCULA11ONS TOTAL ATTIC AREA = 4501 SQ. FT Xso X 4501 = 30.0 SO. FT 3" SOFFIT VENT CONTINUOUS =15 SQ. IN. / FT. ( 104 SQ. FT PER FOOT) 30.0 / .104 = 288 LINEAR FT REQUIRED OF 3" VENT ALL EXTERIOR CEILINGS AND SOFFITS ARE HI --RIB LATH AND STUCCO 2'-0" OVERHANG UNLESS EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE D RING SHANK NAILS AT 4 " CONFRM LEVEL OR SQUARE C D.C. EDGE AND 6" FIELD RETURNS PRIIOR TO ORERING TRUSSES ) Q� PER TRUSS LAYOUT BRACING 7\ /f / / 2 X 8 FASCIA _ INS€11 ATION ALL INSULATION TO �T FIRE HAVE FLAME 5 8" FIRE BLOCKING SPREAD CODE TYPE X INDEX OF NOT MORE DRYWALL CLG. THAN 25 AND SMOKE DEVELOPED 1 x 4 INDEX OF NOT MORE PT FIRE BLOCKING THAN 450 PER FBC a 8 ' 0" AFF 2017 RES. 1/2 DRYWALL ON PT FURRING STRIPS WITH R- 4.1 FOIL INSULATION 8"X 8" FILLED -CELL W/ VERTICAL REINFORCING PER PLAN 8 " CONCRETE BLOCK WITH VERTICAL REINFORCING PER PLAN CONCRETE SLAB PER PLANS FORMED AND POURED MONOLITHICALLY WITH PERIMETER FOOTINGS 11 WIND DESIGN DATA STUCCO,C DDp INC. DOORS AND VdINDOWS SEE SCHEDULE SHT. A-11 ZONE 4: +48,7 PSF MAX., -50.6 PSF MIN ZONE 5: +49.4 PSF MAX., -54.3 PSF MIN END ZONE WIDTH; 4 FT O/H GARAGE DOORS: +33.6 -38.9 THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THESE COMPONENT AND CLADDING PRESSURES. ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROM WIND BORNE DEBRIS AS PER SECTION 1609.1.2 FBC 2014 THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609,1.1.1 OF THE 2017 FBC. CQj,SPONENT AND GLADDIN�E$J��{J P_ R THE EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 DIFFERENT ZONES AS SHOWN IN THIS DIAGRAM' .ell (' sQ x X Q 5 I I .3OO ® I 5I I I I ® I I �QI I i �10� O'er A.F.F.OR 12-0A.F.F. INCH HI -RIB LATH AND e STUCCO SOFFIT WITH 20 BOND BEAM : 2 COURSES OF 8" W/ (1) NO. 5 EACH COURSE FINISH (PER BEAM/COLUMN PLAN ) MIN. OVERLAP OF VERTICAL ,,,,. ""REINFORCING 48" HORIZONTAL LADDER TYPE REINFORCING EVERY 16" O.C. (TYPICAL) ,1.5" RECESS 1.0 " STEP AT FRONT DOOR ELEV. F.F. PER PLANS 4" I 0 --0 A.F . TYPICAL WALL. SECTION 3/4" SCALE MARBLE SILL DRYWALL BOARD CAULKING ALUMINUM FRAME, SET IN CLEAR SILICONE & FASTEN W/ 25 INCH TAPCONS AT 12 " O.C. 6" MAX. FROM ENDS STAR SILL FLASHING 1 X 4 PT BUCK - PERIMETER SEALANT TUCCO FINISH POURED SILL (6"MIN) NO. 5 BAR SILL DETAIL (WINDOW) F-LASHING DETAILOR WINDOWS MASONRY CONCRETE CONSTRUCTION: BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO (CONCRETE/MASONRY STRUCTURE 2.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR' AND CONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) �3.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS CONC. OR MASONRY 2x6 P.T. ATTACHED TO COLUMN W/ 1/2" A.B. 2'-0" O/C VERT. (6" MAX. FROM ENDS) GALV. STL TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"x1-1/4" LAG SCREWS 1/4"-20x1/2" CARRIAGE -BOLTS & LOCK NUTS JAMB DETAIL (OHD) ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS 0 12 O/C. MIN. 1-1/4" STUCCO FINISH _--CONC. OR MASONRY 1x4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W 1-1/2" CASE HARDENED COIL NAILS AT 12" O/C. DRYWALL BOARD CAULKING CBS WALL STUCCO FINISH A//--2x6 P.T. BUCK SET IN 1/4" Ila SEALANT FASTEN W/ (2) .25" TAPCONS 0 12"°0.( (6 INCHES FROM ENDS) DOOR TRIM DOOR FRAME PER PRO. AP FASTEN TO BUCK W/ (2) #6 x 2" LG. P.H. SMS SCREWS @ 12" 0/C' DOOR TRIM -SEALANT (TYP.) DOOR Tr RIM DETAIL (DOOR) ARCHITECT BERNARD N JONES C:Z) ARCHITECT SEAL: DATE: CLIENT. The Ramirez Residence ADDRESS: 3707 TANAGER PLACE FORT PIERCE FL,34982 REVISIONS: DRAWN BY: JMG CHECKED BY. BVJ PROJECT f. SCALE: j INCH D-1 151. X L CURB #S i 1 16"X18" CONTINUE MON!QLI III _LINTEL ASSEMBLY ABOVE ,,,-STUCCO FINISH -JEAIAIdT FASCAN W/ IN 1/4" ,25" TAPCONS 0 12"O.C.(6 INCHES FROM ENDS) FLASHING DETAIL FOR WINDOWS IN MASONRY/ _PERIMETER SEALANT CONCRETE CONSTRUCTION: WINDOW PER PRODUCT APPROV-AC '^ ALUMINUM FRAME SET IN CLEAR S4.25 FASTEN W/ .25 INCHH N () BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TOI TAPCONS AT 12 O.C. ONCRETE/MASONRY STRUCTURE -6" MAX. FROM ENDS r,) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN� _CAULKING _DRYWALL BOARD INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASORY� 1 X PT CORNER WRAPS 1AND CONCRETE ALL FOUR SIDES( JAM7�., SILLS AND HEAD) I3.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS IJFACTLIRERS REfM1IREMENTs - - a ___^_ - - ___ _j ALL INSTALLATIONS PER FMA/AAkA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS WINDOW HEAD DETAIL BOTTOM CHORD OF TRUSS ( $EEE i2 ` ENGINEERING ) ' I SEE SCHEDULE FOR CONNECTOR 4- 2 X LATE PER SS PPLACSAENT SEE SCHEDULE FOR CONNECTOR MAD Put FwaaAs+oN P Mi 0 rs RU. SS 16" X 9A g � ntt5 (2) p WOOD COLUMN DETAIL I BEARING WALL FRAMING DEATIL & AT DOOR OPENING Product Approval Submittal -Affidavit Wind Speed: 170 Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening Product Model # Manufacturer Glass Attachment Method Type, Building Design Product I ID Description Size, Spacing, & Embedment Pressure Press D 1 S7SS ENTRY FIBERGLASS DOOR THERMA-TRU """ FL # 13459.7 IMPACT 1/4" TC W/1-1/2" CONC. EMBED, 6". MAX FROM JAMB CORNERS & 14" o.c. MAX. AT JAMBS, SILL, AVID HEAD +50 / -SO +50.0 (-! ry PVC FRAME SLIDING DOOR MI WINDOWS LOW E 366 FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS D2 IMpq� 1b10 SGD _ .... r.. FL # 17499.5 INSULATED GLASS _ ... EMBEDED 1 3W MIN OR 1/4 SS4 CRETE FLEX EMB. 1 3/4 MIN. .�-... +40.5/-43.9 +65.0/-6 G GARAGE DOORS GALV STEEL WAYNE DALTON - FL # 8248.8 - N/A 7Y6" x 1-5/8" LAG SCREWS.W%WASHER HEADS EA TRACK BRACKET, SEE BUCK DETAIL SHT A5 FOR SPACING. +34.1/-38.0 +34.3/-3 W 1 54W X 63.0 SH IMPACT ALUMINUM FRAME 1$$S- yERIES SH' MI WINDOWS) FL # 17499.5 LOW E 270 INSULATED GLASS - DIST 1 1/8".NOTE ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ MEETING RAIL EA.SIDE -"' +55 / -55 _._ _..... .._. W2 SOW X 96H PW-IMPACT ALUMINUM FRAME 185 SERIES SH MI WINDOWS "FL # 17499.5 LOW E OBSCURE INSULATED GLASS p +55 J 55 „- +55 /-55 W 3 36 W X 63 H A Sri IMPACT UMINUM FRAME 185.SERJES`§j:j _ MI WINDOWS .: - FL # 17499.5 LOW E 270 INSULATED GLASS ".. -- - " +55 / -55 - - ----�----" +55 / -55 W4 48 W X 63 H SH IMPACT ALUMINUMIRA'ME 105 SERIES SH '"' MI WINDOWS ......�.. FL # 17499.5 - tOW E 270 INSULATED GLASS _......_... ..__. +$S J-55 W 27WX38H SH-IMPACT ALUMINUM ER ME 195 SERIES SH _ _ -- �; � MI WINDOWS � FL # 17499.5 GREY E OBSCURE SINGLE GLASS +S5 / -55 +55 / -.55 D3 S7SS ENTRY FIBERGLASS DOOR MI WINDOWS FL # 17499.5 N/A+80.0/-S( I/C TC WA-1/2" CONC.EMBED f MAX FROM JAMB CORNERS & 14 e c MAX AT JAMBS,SILL AND HEAD +40.5/-439 MULLION AL FRAME VERT MULL BAR KID ERT MULL KIT AL FRAME MI FPA # 15353.2 $TANDART T CLIP 111 (2) 1/4° SS ELCO AGGREGATE Wi. r?NC. EMBED, @ BOTTOM & TOP @ JAMB SPACING USE 9 WIN: OW MUU_- "+40.5/-43.9. +/-88,+ Product Model # Manufacturer Attachment Method Type, Building Design Product I Size, Spacing, ,& Embedment Pressure Press -.. Roofing ..._ _ .26 ga. Coastal, Gulf Coast& - Underlaylnentshallbean ASTMD226 TypeIIinstalled taped with Min 4"nailed ZONE 1 = -ZONE 1 =-42.1�ZONE ZONE2&3=-108.5 - 1 = -69.21 = -69-2 ZONE2&3=-I' Crimp Roof ' Matlituctµr'121g ; ' X/Approved capped 12 ga i Y4 anular ring shank spaced6" a:c. atoll laps and two STy_ NON No:14-0520'.02 rows 12"o:c. Panel fasteners shall be #9.15 X135" self drdlin& self tapping, hex head ScrewsW/ sealing washer Min 3%16'Inch. Panel - penetration I have reviewed the above product approval information and and approved it. CONTRACTOR TO VERIFY AND PROVIDE EXACT RC OPENING SIZES OF ALL WINDOWS AND DOORS Name: BERNARD JONES ARCHITECT Signature: Certification Number: AR 15193 Date: SHINGLES PER PRODUCT APROVAL ON 30# BASE LAYER INSTALLED PER PRODUCTAPROVAL 2'-0" OVERHANG UNLESS ^ EXT. GRADE PLYWOOD W. 6 NOTED OTHERWISE D RING SHANK NAILS AT 4 O.C. EDGE AND 6" RE LO " CONFIRM LEVS. OR SQUARE CUT RETURNS PRIOR TO ORDERING �y,'^.� '* ECTOR PER TRUSSES, 3/4" SCALE 2 X 8 FASCIA (1) NO. S BAR IN CONCRETE FILLED BOND BEAM BLOCK , SEE PLANS FOR HEIGHT OF STEP IN ELEVAION (1) NO. 5 CORNER Z-BAR TYPICAL. BEAM STEP IN ELEVATION DETAIL (1) NO. 5 BAR IN CONCRETE FILLED BOND EEAM BLOCK (1) NO. 5 BAD; VERICAL W/ 10" BEND AT TOP AND BOTTOM 8" � 8" CONCRETE FILLED BLOCK CELL CONTRACTORS A ROUND HILL QELELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 399 167TH ST NO. MIAMI BEACH, FL, 3,1' 162 305-454-8000 .ADVANCi D--O G B IiUNG.0 ARCHITECT BERNARD JONES =, ARCHITECT o N SEAL: :.y DATE: CUMT. i Ramirez Residence MERAI REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT SCALE: I INCH