Loading...
HomeMy WebLinkAboutBuilding Plans6' 8 ■ ■ q r LINTELS c_8' 0 A.E_E---------------------- ■ ■ 1 O ■ fXED IMPAGT I I^, I v 16X 8 G65 LINTEL S' 0 A.F.F. `✓ GOLUMN5 TYP. • ■ ■ ■ ' 24" x 63 GM 24" x 63" GM - IMPACT IMPACT E- V ■, 2 0 J LU COVEREDf RCH 0 o O IL N 8 - — - ❑ 10 0 GL6 C� I Q ■ I`NING W 0 0 GLG. , i ry 4 25' 0 x 8' 0 PKT S&P IMPACT � ■I 3- 3 0 X 8 0 PKT 56D IMPAGT 8 ------ - ------------------------- -- SPRINK ER Fulvill -- - - --- - -- -- - �-- --- - ----- ---- I j 42-1/2" TA WALL 1' 2 1/2— W/COUNTEAN TOP ■ MASTER I O 0 Q� ■ BEDROOM i i i i 1 10' O GLG. I hi I I DISPOSAL GREAT DOOM ; ; OVEN TRAY GLG. KITCHEN i 7 ■ I'-'10 0 GL6. I 1 I I o �I0 z I I I I 2' 8/8' 0 /a' 0 I I I■ 11 RAF- 2 516 23- Q ■ N i� 2'8/8'0 4 �. r 2' 2 PKT _ f d MAC TEfz a O O ■ 0 L, ATH 10 0 GLG. N F -, l BATH o "- J I m I z r w O w z I xN I I m w ■ mz 1110 O2 0 o m I n J1 m o ry E3EQ17,90 ■ v o Iv + '10'OGLGM m ■ 1680-11 4'8-1/2 WIC I ■ o.,' ; FOYER iD LAUN.� W :r I { 10' O GLG. 10' O GLG. O 7 0-1/2 ■ ■ ■ F- ■ 1 0 UN MEDIAPANEL 5' 0/5, 0 BP Q u ■ - 4 0 20P SOLID GORE AHU 30" m ry ELEG. PANEL O O 20MIN.LABE A.F.F. . -DOOR 5Y5. 4-1-1/2 5' 6 O • ■ 4 X H■ 2 6/8 0 2 818 PIPE BOLLARD 4' ' 3'0X5'0 �. /I �, ■ ' ■ ■ IMPACT ■ ■ / / m BEDROOM 3 10'0CL6., ■ ■ �r 12' o LINTEL 2 - 32' x 63" GM EOPE55 IMPACT LINTEL 0 8' O A.F.F. 3110 5' 8 3 0 Ili i I - 13' 4 4' 9 rL PE"1 G ,TRiJ$ ■ FO Li F 5�OR�i6E DR OPENER ______ __________ _______.---.______-- I � GARAGE 1 10' 0 GLG. I I I I � I I I r I , I I` I I ■ PR OPENER ------------------------- ^{ I i 11' b I I I I —— 1015 ■ ■ HD I —12'0— N O N ------------ ■ I 7 N ry F COPY O CODE COMPLIANCE ST. LUCIE COU Ty BOCC rt BORAL FLAT OR "S":CONCRETE TILE W/ GALV. SCREWS ASTM-D.266 #30 PER FL. CODE HIGH TEMP PEEL d STICK SWR OVER THE BASE FELT ON 5/5" COX PLYWD, SECURED 2/ PER FASTENER. SCHEDULE 5Lu V v W/ OALV. PLY CLIPS > EMBED. STRAP VERIFY W/ \ 1/2" HIGH STRENGTH LU I, TRUSS PLAN GLG. BOARD. SEE NOTE LLI PRE-ENG. NO TRU55 BELOW FOR EXTERIOR D� .-? 24' O.G. MAX. APPLICATION MTL. DRIP EDGE 1 x 2 DRIP ON TOP OF 2'_0" 3/4" X 5-1/2 HARDIIE TYP -50 INSULATION FASCIA OR EQUIV. O.H. 2 X4 SPF SUB -BAND 5ECRUED W/ (2) 12d NAILS 1X4FIRE-STOP STUCCO SOFFIT SEE B ATTACHMENT DETAIL TYPICAL 8" GMUEAM BLK. 'PRECAST LINTEL (2) COURSES BEAM BLK W/ (1) #5 REBAR W/ (1) #5 BARS. IN EACH I. R-4.1 INSULATION OR BETTER FIFOIL COURSE WINDOW ATTACHMENT WINDOW FLA5HIN AND AS PER MANUFACTURES WATER -RESISTIVE BARRIER �SFECIFIGATIONS COMPLIANCE W/ AAMA -114-12 OR 114-15 I PRE CAST GONG. SILL I .. (1) #5 REBAR VERTICALLY W/ GONG. POURED CELL (SEE PLAN) 1X2 P.T. FURRING .T STRIPS ®'.16" O.C. ` 8 GMU �1/2" GYP'WL. BD. 1/2" THICK, 3 GOAT. w WOOD BASE PORTLAND CEMENT Z 4 PLASTER APPLIED ,f K - DIRECTLY TO MA50NPY 0 ry `,.----SEE FOUNDATION PLAN.. NOTE::.. EXTERIOR GEILIN65 SHALL BE 1/2 EXTERIOR SOFFIT BOARD, FASTEN TO TRUSSES KITH #6 1 1/4 '. DRYWALL SGREWS AT T O.C. ON THE SEAMS AND 12" O.G. IN THE FIELD. THIS APPLICATION CREATES A STRUCTURAL DIAPHRAGM AND WILL NOT REQUIRE ANY ADDITIONAL BRACING OF THE BOTTOM CORDS OF THE TRUSSES OTHER THAN THE RATRUN5 SPECIFIED. TYFICAL WALL 5ECTION SCALE: N.T.S. ATTIC VENTILATION pER FBC R806.2(2) THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 11160 OF THE AREA OF SPACE VENTILATED. A REDUCTION TO 11300 OF THE AREA OF SPACE IS PERMITTED WHEN I 40% TO 50% OF THE REQUIRED VENTILATING AREA IS IN THE UPPER PORTION OF THE SPACE, WITH THE BALANCE OF THE VENTILATING AREA PROVIDED BY SAVE OR CORNICE VENTS. TOTAL SQ. / FT. = 2990 X 1441160 = 2870 SQ. IN. OF VENTILATION REQUIRED. TOTAL SQ. 1 FT. = 2990 X 144 / 300 = 1435 SQ. IN. Of VENTILATION REQUIRED IF 40% VENTED THRU 00FER ROOF. 1436 X AQ i. 674 SQ. IN. REQUIRED WITH UPPER ROOF VENTt AND THE REMAINDER (861 SQ. IN.) SUPPLIED QV SOFFIT VENTS. CONTRACTOR CONTRACTOR TO PROVIDE ATTIC VENTILATION BASED ON THE CALCULATIONS SHOWN ABOVE. TAPULATION i l 111111,101 2005 PER MY REVIEW, THF�' F 14�T,HE PROPOSED RESIDENCE LIVING FLOOR PL,�N LOCATED AT 18361p�L � , FT. PIERCE; ST. LUCIE CO. 51 a ARE IN CONFORNI tNCIE �r 1%09 F TH FLORIDA GARAGE SCALE 1/4" = 1' O" BUILDING CO ) ' 36 COVERED ENTRY BY - y COVFIRD FORC H 431 RONALD G. K r r�K� / J KELLAll. lz ER P.E. #68366 2 990 P.O.BOX 7 iyS SSk++l1nnfl..,,r``y``��cPF�'9 �78-1377 C.A.#5693 ®r�L NOTE: ENGINEER'S SEAL SF�OIJ [TeH&M U416&OR OR SMUDGE W/ WET FINGER; r'� IF NOT, CONTACT ENGIN &FOLV!IIR�FYPROJECT AND SEAL ARE AUTHENTIC, CON I-�^ CONED AREA VOLUME 18962 ft3 REVISIONS BY 4/25119 BRL 1111111 BRL u® DRAWN 4/11/2019 CHECKED DATE SCALE 11411= I I JOB NO 19-021 0 4 FIPII5h1 PER ELEVATION ` c 411 CMU Q rJ d GXG #IO W W::M t _ ❑J , a - r11V15H FLOOR (1)45 REBAR > m c - --. c•. nN15H G D 4 N. SLOPE .. . < _ e a , e r•. :_i. #5 DOWEL EACH FILLED— �I... n a. . ° : m. d' e ;I •... •. �'= CELL w/.25' LAP TO VERTICAL #5 t _ NJ - Q------ ( -- s-------- w--v� REBAR T(7 BOND 13EAIvl CLEAtd COMPACTED .FILL OVER.006 MIL. VISOUEEN VAPOR BARRIER a I�-- ,S'�7`: TAPED OVER COMPACTED RLL oa . - - NONOLITI-IIC rOUIIDAiION24 X20 DP. °; ,.e ° da e _ .. TREATED FOR TERMITES F- w! (2) #5. DIAMETEP. PODS #5 EA. DIK. -- - — _ — — ° - — -- - ; w CONTuJUOU5 ON CHAIP5 ZZ, O w J I UICKE� � 1TNED SLAG a nG GARAGE ° LUI SCALE/" _ 1'-O ONE STORY 5CALE, 1 /2 - I -O" DEARING WALL :. FIIJ I511 PEP. ELEVATION1/2, GWB:OVER 2X4 d I : . ' STUDS IG"O .0. 80,0_(SEE DETAIL) FRINKLI 1/2oA.3.@24 O.C. MIN. 7" EMBEDMENTn ^UMP fiGDD00KPAD 41/2 BASE l5`hvIN 2X4 P.T. SOLE PLATE FIhISi FLOOR 4 (4) #4 BARS, 6, LONG W/'O„ HOOK d 6x6#10WWM.4 : iii 11 o d - -. SLOPE � �-(I)#5 DOWEL Q.. EACH FILLED 113 4 .6.-„- :: ccu_w/2s LAP T o veR-ncAF. x5 REBAR TO BOND BFAM 1. e d1 d .' CLEAN COMPACTED .FILL Ir— I all r 'al naonloulrnlc FOUNDATION W/ (2) #3. DIAMETER ROD5 ""'� (2) #5 CONTINUOUS : I � � GOhITIIlU0U5'0I4 CI1AtP.S 3 MIN COVER ON CHAIRS I ° I 1 INTERIOR MONOL1T1­11C FOOTER (aa7 GAP\AGE I I e OH .. �.w. I. EXTERIOR - SCALE. 1/2 -1 0 I (4) #4 BARS, 6 LONG W/ IQ'HQQI4 L L� RIOR MASONRY WALL (� GARAGE scA _ _ n LE 8 _OA. (SEE UETAIL) -----= I I / 1 o ONE STORY: 1. gr, C.M,U. BEYOND 2X6 P.T, GARAGE //- I DOOR DUCK�� 1 E F .. "r I LAR,GEP..IIIAII 3/=1 P.CCESS ItJ SLAB BLOCK WALL i' 4 c,oh R LAB n JISH 0 rLooR ExPAr•is1oN JOINT 4' DEEP POURED CONE. SLAB 2500 PSI _ � / - sLOPE To PAY —� o ❑A I I A n 3--� �I d . I W/6x5 #10 W.W,M. OR FIBER -MESH I e� �' I i!5 RE -BAR CONTINUOUS m I REINFORCING ON .006 VISQUEEN` ) e I MOISTURE BARRIER ON Idr a—(r#5DOWELATEACH � r- .I ..• L•l FILLED CELL 1 CLEAN COMPACTED TERMITE TREATED SO L a I COMPACTED TO 95%MODIFIED PROCTOR CLEAN COMPACTED FILL�� . I ,r,. � � MOIJOLITII.IC FOUIJDAl ION BEYOND 1 )IAlvl[TEP. ROD5 BONTTNUOUS ON CHAIRS d I SEE FOUNDATION. REQUIREMENTS PE" - I " 12 1 /t5 RE -BAR CONTINUOUS ENGINEERING ING SOILS REPOIRT # 1 173-IU I _ _ O OUS r, N - . .R-- I C GARAGE DOOR RECESSED SIILL a e d SCALE: I/2" = I'-0 � ( 1 NON-DCAKING FOOTED P, FAT10 FOR I /F:.° G:N/. B. OVEP, 2);°f 9TIJ05 oQ I Gr". O.C. / CH 6,5' N.A.V.D, 5CF SPECS POP, NAILING f ATTERN C SCALE: 1/2 = f I)"' \ r � �Q IG OJCSP <I' S1 UD STP.AI'^ /�I?,<II/P17SOLE PLATE I/2np. I/ "•, ` - 1 :: I e �' / A.D. Lai. 2nn O.C. MIN. 7" EMBEDMENT . >6XG fl O W.W.M. -S" BLOCK EXTERIOR j } CONCPFP,,51AD r«sq<'i � +a ' � -/ WALL_ /I� 'nu -; - I ,: ,._:, .. .r.-. r •. -':.> .10, r •+t„�u .,., .. FLOOR DRAIN .< a - �� i I a. ::' r � � ,:r..,y ,, .6X6 #IOW"W � _= {G'1 a I 3-1/2 ___ 11 6-1/2 ^ ,-, .;;m., : '/ r 5L01'E SO DRAIW a c : 1. • r.. L' ° 5" X S" THICKCIJ -D EDGE d' _ 1. - - - �.... I I (2) #5 Roos COI,ITINUO.US w/(I) #5�..- - - �- ON CFIAIRS �. , .�I VAPOR BARP.IER.. '---- - - - - -a _-__Je , d I I I - 4 FI ,. (2) (/5 RCBAP, (TYP.) I 10' 3. �(?": _'_-� THICKENED SLAB (� INTCKIOK DEARING WALL II p d d I I 1 1.e. OD A. ;o I 4 " TI I K. scAl_e: 1 /z° = F'_orr CONE. SCALE: N.75. ----------I , I, ACI'/D nI d — I 3-1/2 I w I I/5 VERTICAL z I e7Ea PER PLAN - (4) #4 BARS, 6' LONG W/ 10" HOOK, PLACED r1 a .-4' CONE SLAB w/GX6 31 O ZQ J w I d ! w/MIIJ. 25" O C. - 4 I /2" BASE %. W.1N.M. OVFP,.006 MIL. 1 q I i I p- AT 2" FROM SURFACE AND �I _ 14 W O V15QUEEH VAPOR DARP.IER TAPED // PLACE BARS DURING I -I `'O 0 e : I -� le / FOP COMPACTED FILL TREATED SPACED Cia 8" O.C. ° '.aI L-' i .�. O ' I vT I . ° 4" MAXIMUM - / / FOP. TEP,MITF5 ' " I NC � , CONCRETE Orr 9 C PLACEMENT .a ..LJ. °': ....,4 de` . -- - --. -- ') �I GXG #10 W.W.M. I'b f �� •�. --- B \/\ I MONOLITHIC FOUNDATION/\\/\/\�� \ / V . I a 1181,W/ (2) #5 DIAMEI FP RODS /i cq ° COIJTIhiUOUS Ohl U IAR5 \ FlpaG Do"o KEcr_s5 n l I E EXTERIOR MASONRY WALL 9 FATIO SCALE: 1/2 1`-a' ONE STORY '`,C TOP n7�.,(�L..(: - , , FOR ECCENTRIC LOADS u 6' N.A.V.D, ° CURB bIEIGHT VARIES 0 � I/z' RECESS FOP sEtwlcE DR a' a a - a ° GAP.AG6DOOK1 EGE55 FfN15H PER ELEVATION ° 1 /2' G W 5. OVER AL FOIL (OR EQUAL) ' ---------- ., OVER. 3/4" P.T. VEP.TICAL FURRING.@ 24" O.C: 6 9, q' 0 6' .EXTENDED SLAB I I/2' - �-'-8' C.M.0 - FIN1511 FLOOR 49 ra- ,a'o �— T 4 18' 4 •, ., , ... ;' � � 4"r. CONE.` SLAB _ r "r ..' B' ,.i 8 a i �``, Y .� - FIN ISFI GRADE .. Q .e < N . REINFORCEp lU/ 6 X6 UJL-0XNId p �q _ UAU' oR. FIBERI-IE6N OIJ 6-MIL. VAPOR . _ •' rL1_, TE12 IT WEI_ ATIMIEii'AGYED'CLtAIJ FILL. TEIJ'iITE TREAT-1ENTFD 1=OUND�ITION L �N ,_ K - PENETRATING PER MY R V/IEW, TH �5PII_A R THE PROPOSED RESIDEN(,,E ?w 2 n �r y nNG PIPe ., / ().5 REBAR GH elIAIRS CLEAN C MPACTED Jqs Y.v „�', . ?:,.0 ` n r n �pp S ... �A 1f336 L *;,RIVE, FT. PIERCE >f. L C,If Co.LL 5o LE Zia - 1 o LOCATED � ,R u � _ REVIEWED FOR � gin, . Pt C"' ,.... / 7 m 3 ISOLATION JOIN W/ �,.:ex .<:n"R.:e(d :4s., - Y MOI OUTILIC FOUNDATION ARE IN COP�kI''ORf�\ -• EIC4yl 1609 F TL_ FLORIDA Liz' FELT Par-LR I BUILDING : E6t ON f). S CODE COMPLIANCE w/ (2) #5 DIAMETEP Roos T 1'-S' -+ CONTINUOUS ON CHAIRS saris ST. LUCIE COUNTY BY HAD AT GARAGE SERVICE DOOR BOCC Z.�c TY)� DEARING FCNETKATION DETAIL ROk�1Al_D O7 ��Ca?r�� i1377 KELLER /# 5(0'TT93 scALr• I/2r, = 1 _o" SCALE: I /2" - I' 0" P.O, f10 II. NOTE ENGINEERS SEAM, 'B I� (`(`DOLOR OR SMUDGE W/ WET FINGER' IF NO 'f OONTACT EI�K� .. - PROJECT AND SEAL ARE AUTHENTIC. ' zD 0)-m M `, .� I � Q Z . _..... ...-..f J (0 Z 0 cn C z z �J v H z I� Lu O Lij o J C) LL J �. '. tII En Li. Li �pyr���i Ly co1 Li LLJ Y 0 :1) W oo JLO ern Q t ' r1 __,I 9"1 DMMI 4/11/2019 CHECKED DATE SCALE 11411=11 JOB NO,< 19`021 REVISIONS BY 4/25/19 BRL 6/11/19 BRL PEAK ROOF HEIGHT 12 MAIN HOUSE BEAM HEIGHT ELEV. 10' - 0" A.F.F. +95 ,50 FRONT ELEV, 5GALE 1/4" = 1' O" + # DESIGNATES COMPONENT/CLADDING $ PRESSURES IN P.S.F. ir 01 A, fs' #11 iiry 5GALE 1/4" = 1' O" ps f/ 0 /i J N -As MAI HOUSE BEAM HEIGHT LEV. 10' 0"A.FF. PER MY REVIEW, THE: LOCATED AT 1836 WIU ARE IN CONFORMAN6 BUILDING )POSED RESIDENCE PIERCE, ST. LUCIE CO. )F TIHE FLORIDA BY _ I RONALD G. KILL J}# LIE LLER P.E. #68366 P.O. BOX 78=13 T ,P $`I377 G.A. # 5693 NOTE: ENGINEER'S SEAL SHOL'< $$pp b11P�fil R OR SMUDGE W/ WET FINGER'': IF NOT, CONTACT ENGINE OlN�F0N IKECT AND SEAL ARE AUTHENTIC. REVIEWED FOR CODE COMP�.I,C� ST. LUCIE COUNTY BOCC �yN / / 4/DRAWN 11/2019 �F ! CHECKED �� DATE SCALE 1/4" _ 11 JOB NO. 19-021 -50 RIGHT ELEVATION SCALE 1/4" = 1' O" �, vm 3 REVISIONS BY 4/25/19 BRL ELECTRICAL LEGEND 6111/19 BRL 110 OUTLETTAMPER-RESISTANTOQ SMOKE DETECTOR O CEILING FAN (3 WIRE) . 2z❑0V 220 V DISCONNECT SIDDISC - _ _ _ _ _ _ 0 CEILING LT. FIXTURE © CARBON MONOXIDE 220 OUTLET Pc KEYLESS LT. W PULL CHAIN ------_-- -------------- -------------- Q _ _ SICMD SMOKE DETECTOR COMBO RECESED LT. FIXTURE ZA TV CABLE OUTLET I CEILING FAN PENDANT LIGHT 0 i � EXHAUST FAN / Z WALL SCONCE T CAT5PHONE OUTLET 3 WAY SWITCH F CEILING FAN (3 WIRE) F DINING COVERED PORCH N DIQ = SINGLE POLE SWITCH DOOR CHIME UNDER COUNTER LIGHT FLOOD LIGHT \ \ \ l 110 SWITCHED OUTLET TAMPER -RESISTANT' JIM // FLOOR RECEPTACLE TAMPER -RESISTANT � E21m ---' ----- + - -- -- - - -- -t- -- i FPL METER — t5 ----� --- ------ -- - - L- - ------ 2 BULB INDIVIDUAL FLUORESCENT LOCATE FEK SITE FIXTURE - EDROOM ------------ In 1 � -- -- -- - -- -------- I I ttt gn�J �J I F GREAT ROOM I 015P05AL— VEN KITCHENi/) I\\ �Rco \\ \ O \\ I T q i z -(D n I I I F g o' ELECTRICAL NOTES: o;0 1 . ALL 120-VOLT, SINGLE-PHASE, 15- AND 20 AMPERE BRANCH CIRCUITS z W; SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING z j j j �zp ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN5, BEDROOMS, - j� I �Lj/ >I SUNROOMS, RECREATION ROOM5, CLOSETS, HALLWAYS OR SIMILAR ROOMS U / ®` „ i J i v OR AREAS 'SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER, ~ / S/CMD I I / � -- I ( COMB /1_ INATION TYPE; INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (Gth EDITION FBC-K E3902. 12). LL- MASTER 2. ALL RECEPTACLES MUST BE TAMPER -RESISTANT (Gth EDITION FBC-P, BATH E4002.I4)., p 1 F ALL KITCHEN, BATMROOM; GA,AGE, EXTERIOR, LAUNDRY UTILITY * WET � O� "�: •\ / � ® BAR OUTLETS INSTALLED WITHIN G-0' OF THE OUTSIDE EDGE Of A SINK SHALL 0 Q �- HAVE GROUND FAULT CIRCUIT-IN3ERRURTER (GFCp PROTECTION (Gth EDITION \ i S/CMD FBC R E3902). O d aa� � }Y F -1 � it ;BATH � li 4. ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING/GREAT ROOMS, I 2 = DEN5, SUNKOOM5, OR SIMILAR KOOMS SHALL HAVE RECEPTACLE OUTLETS 04 c „, I I I I 1 INSTALLED IN ACCORDANCE WITH Gth EDITION `BC -PR E3901 ,2. I THRU r Py i I O E390 1 2.4. 0./ d Co \ J I ___ _ _____ SD /I 5. ALL SMOKE DETECTORS TO.E�-�LN5TALLED IN ACCORDANCE WITH F.B.C. Gth EDITION (20'I7), CHAPTER 3, SECION R3 I4 NFPA 72. I: ,. �•'''' S �3 r G. SMOKE DETECTORS SHALL BE `NSTALLED IN ALL SLEEPING ROOMS, �fITH SMOKE DETECTOR/CARBON MONOXIDE COMBO OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 1kr TY OF THE BEDROOM 9 ON EACH WIC BEDROOM Z " . ' ADDITIONAL STORY OF THE DWEk,,NG, SMOKE DETECTORS SHALL BE Y w `n INTERCONNECTED * SHALL HAVE A BATTERY BACK-UP. ALL SMOKE DETECTORS E e h p F m O ARE TO BE ARC FAULT PROTECTED, dO J z m \ I I D LAUN. 7: iF A HOUSEHOLD FIRE ALARM SYSTEM I5 INSTALLED, IT SHALL PROVIDE THE � J m Q \ I I D01 SAME LEVEL OF SMOKE D TECTION � ALARM AS REQUIRED`BY F.B.C. Gth \ \ EDITION (201 7), CHAPTE 3, SECTION K3 14. 1. 8. AN APPROVED OPERATIONAL CARBON MONOXIDE ALARM SHALL BE O FOYER\ / �. INSTALLED WITHIN 10' OF ALL SLEEPING AREAS. \ MEDIA PANEL --- 9. WATER HEATER T*P REILIEf VALVE PULL 51ZE TO EXTERIOR. WATER HEATER \I ® 200AMP AT FINI5HED FLOOR LEVEL TO BE IN PAN WITH DRAIN TO EXTERIOR W/THERMAL _ n.:..:_ _..._.. _... 96 -- -- SICMD "El PANEL AHU 30 EXPANSION DEVICE. 4M ' A.F.F. -'-- -- - 10. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 31, FROM P5 FOR I _ GnPnee RECESSED LIGHTING FIXTURES, FAN MOTORS � OTHER HEAT HRODUCING �¢ DOOP Zy DEVICES >\ zov I I . GARAGE DOOR BUTTONS ARE TO BE LOCATED NOT LESS THAN 5' 2" A.F.F. OF HOME, O r_ -- -_ -- O 12. SHOWER RECESS CANS ARE TO BE WEATHER PROOF. SD j fi I AC 13. ALL OUTLETS ARE TO BE MOUNTED AT I S A:F•F. UNLESS OTHERWISE NOTED. --- L____` —J 14. VERIFY ALL ELECTRICAL LOCATIONS W/BUILDER. \ ❑ 15. LOCATE CIRCUIT BREAKER PER INDUSTRY STANDARDS. 220V DISC. I G. LOCATE ELECTRICAL METER PER INDUSTRY STANDARDS. 17. ELECTRICAL PLAN 15 SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL __LL_- I ELECTRICAL INSTALLATIONS MEET STANDARD NATIONAL ELECTRICAL CODE J I (201 7 NEC), NFPA70 * ALL CITY,'COUNTY STATE CODES; INCLUDING THE i t CURRENT FLORIDA BUILDING CODE., BEDROOM 3 � I ` -- OPENER \ II GARAGE - III - -- --- ! ^, c� REVIEWED FORAll #Ilrl -- I C '\ PLIANCE ST. LUCIE COUNTY BO C _ OR OPENER j 120/240 1 m 3W NEMA 3R \ I 200 AMP. 1 OK AIC ENCLOSED CIRCUIT \\ ' R ONLY WHEN 7Z EXTERIOR UNIT ES REOD ELSE: I i - i 200 AMP. MAIN BREAKER PANEL '' \--`'--- i i 120I240103W NEMAI POWER CO. METER LUSH MOUNT - ' I RUN 1 #4 CU TO5/8"GROUND PANEL.. d ROD AND COLD WATER PIPE ELEGTRIGAL PLAN --- SGALE 1/4, _ )' O° --- 2-4/01-2/0MC. l------- _ SERVICECABLE CABLE - 2-4/0 1 210 MCM THW A ; - IN 2" IMG =NOTE: ALL ELECTRICAL MATERIALS AND I11S7ALATIONS SHALL COMPLY WITH APPLICABLE. PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, FLORIDA POWER LIGHT. ELECTRICAL RISER DIAGRAM. (NOT TO SCALE) DRAWN 4/11/2019 CHECKED DATE SCALE 1/411=1I JOB NO 19-021 „ I D O\ w / A, u C 2x) DENOTES NUMBER OF FASTENERS REQUIRED @ A SPECIFIC BEARING STRAP ANDVV'V n G UPLIFT FORCES SUPPLIED BY THE MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. KSM ENGINEERING MUST BE NOTIFIED FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. CONTRACTOR SHALL VERIFY ALL BEARING FOOTER LOCATIONS FINAL TRUSS ENGINEERING LAYOUT. LOCATION._ IF JVITk 191784-n 1.: All Construction Shall Conform t0 the latest edition of the Florida Building Code if not specified below. 2.': Install #5 vertical rebar In grouted Cell as shown On the plans with the following Characteristics: All reinforcing steel shall be deformed new billet steel conforming to ASTM.A-615, Grade 60. n am - 10 Minimum hook distance m footer and be b) MI c) Minimum embedment in footer = 6" d) Minimum vertical overlap distance = 30" e) Adjacent to all openings at each end of openings 10' or longer. f) im downpours 9 3. Minimum net compressive strength Of the block shall be 2000 psi. Mortar shall be type S or M. 4. Grout shall have a maximum course aggregate size of 3/8" laced at an 8" to I I" slum and have P a minimum specified compressive strength of 3000 psi at 28 days. 5. Horizontal reinforcement (Durawall) shall be installed on all masonry walls at 16" O.C. (every other COUCSe). Jam, vAL T TE&ED NSES O T U O VALLEY ATS W/ MTS12 STRA O° ENDS $ 4' O.CI I HEN uswG VALLEY c \ AIL To RAFTERS T uss FASTEN Ro / 316 IL SIMSO� A3 OR E E TRUSS INFORMATION TRUSS IDENTIFICATION " FROM MANUFACTURER TRUSS CONNECTION FRAME BEARING WALL FASTENERS BEARING .JOINT UPLIFT REQUIRED TRUSSTO TRUSS TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING LATE O BOTTOM PLATE CONNECTIONS TOP P T WALL ANCHORCONN CONNECTION TOP PLATE TO STUD CONNECTION SPACING MAXIMUM O.C. STUD TO BOTTOM PLATE BOTTOM PLATE TO .FOUNDATION ANCHOR MAXIMUM PACING D.C..a) - Al 17 10 1960 / 1754 HETA20 2X) H 0 2X HTS20 ) 2X ) SPH4 DIRECT 4 2X SPH4 ) " 5!8 ANCHOR u 32 A2 19 20 1212 / 1006 HETA20 HTS20 SPH4 32" SPH4 32"' A3 19 20 1206 / 1011 HETA20 HTS20 1 32" 1 132 A4 15 9 1 982 / 1025 HETA20 HTS20 1 32" 3211 A5 14 10 714 / 861 HETA20 HTS20 32" 32" "p A6 13 9 713 / 862 HETA20 HTS20 32 32 A7 18 11 714 / 861" HETA20 HTS20 32" 32" A8 18 10 714/861 HETA20 HTS20 32" 32" „ 10 IT, 133 0.11 e Mimi 11MINI - EPA I � 1 ® / I I 1 -- - ELI '■ _��-�•��.-.e•.. 9i�->�.`A.�I •o•r�e®ram -.fi�e.' `�.�� WALL SUPPORT W HIP TRUSSES =-I Q F-- NAIL HIP JACK TRUSSES W/ W TOP CHORD 2-#10 COMMON J BOTTOM CHORD 2410 COMMON J `�- SUB -FASCIA BOARD F- < H � LU ROOF SHEATHING TO BE ILL! U CARRIED OVER 2 SPANS ' MINIMUM @ ALL LOCATIONS l W 3: Y A9 A10 A11 Al2 A13 18 10 7141861 HETA20 HTS20 32" 32 6. A continuous connection between the foundation, walk and roof shall be provided. The double perimeter beam block with 1 - #5 in each course shall be continuous with pre-engineered concrete lintels over openings. All lintels shall be poured with 1 - #5 bar, and have been 'reviewed and „ Verified t0 support the Intended loads and Spans. All lintels Sha I have 4 minimum bearing. 7.' If welded wire mesh Is used to reinforce the concrete slab, it hall be supported up off the fill dirt d 1/3 the distance from the top of the slab w/approved supports (foundation bricks) a 3 O.C. o s P R NOTES �� IF ROOF SHEATHING IS NOT INSTALLED UNDER VALLEY FRAMING, THE TOP CORDS OF THE TRUSSES SHALL BE BRACED w/ r' X 4' PURLINS @ 2' O.C.. FASTEN 2 X 4 S TO THE BOTTOM SIDE OF THE TOP CORDS W/ 2-16d NAILS @ EACH TRUSS. (ONLY READ. UNDER VALLEY FRAMING) 2"X4" CONTINUOUS BLOCKING REQUIRED NAIL END OF JACK TRUSSES WI 4' UP FROM ROOF EDGE, NAILED W/ TOP CHORD 3- 16d COMMON 2.16d @ EACH END. 1st SHEET ROW FROM BOTTOM CHORD 3-16d COMMON EDGES SHALL BE FULL 4'X B' SHEETS. ROOF SHEATHING NAILED @ 3"O.C. ON JACK TRUSS /TSS CONNECTION SUBFASCIA AND @ 4" O.C. ON THE REMAINING EDGES.(BLOCKING MAYBE ] J / Y ] ] �7 %J INSTALLED ON THE FLAT OR ON EDGE.) @ HIP AND GIRDER 1 L TRUSSES M m o p ¢ o` } o m y' m z `J w. O a W ¢ 0 o Q m o 0 18 9 779 / 808 HETA20 HTS20 32" 32" 22 21 12 1285 / 1574 / 835 HETA20 N / A 23 22 13 315 / 1512 / 855 HETA20 26 25 13 300 11588 / 842 HETA20 27 15 1250 ! 1072 HETA20 A14 A15 17 111 1250 / 1072 HETA20 minimum each way. 8.: To help reduce the probability of random cracking of concrete slabs, KSM recommends sawcutting A16 A17 A18 18 11 1250 / 1072 HETA20 concrete flatwork. See engineer for recommendations. The interior reinforced as follows: Install (2) 4' long #4 bars, 1" below the 3" from the corner and spaced 3" apart. 9. All framed bearing walls shall have 2" X 4" or 2" X 6" studs (See corners of the slap shall be op of the slab placed diagonally at floor plans) at 16" O.C. with a 181 11 1250 / 1072 HETA20 19 11 1247 / 1850 2X) HETA20 4 3 4101435 THD26-2 HETA20 G1 double top plate and a single P.T. bottom plate. 1111 " 11 ALLOWABLE SPANS] FOR ROOF HANDFRAMING UNSUPPORTED CLEARSPANS 12"O.C,16'O.C. 24"O.C. 2 X4 =. 8'-8" 7 6 6'-1" - 2 X6 = 13'-8 11 1' 9'-8" 18'-0" IF-7 .1 12'-9" RIDGEBOARD; 2" LARGER THAN RAFTERS 04 CO 0 0) 2" X 4" BLOCKING INSTALLED BETWEEN TRUSSES W/ (2) 10d NAILS @EACH END +4 ..0 DESIGN PRESSURE 1N P.S.F. OF SOFFITS t" C vt 00 0 0) C�3 - 64.0 WITHIN 4' OF ALL -0 00 0) 0) BLOCKING MAY BE INSTALLED ON 00 THE FLAT OR ON EDGE CORNERS r0 t. C'4 Ur)', N N'1 DESIGN PRESSURE Ip B3 11 7 6851728 THD26 HETA20 10. Install 5/8 J-Bolts or specified Jz expansion bolts with 2 diameter bearing the X 1/8 washers to the framed within 12" from all corners, door V ALLEY T D v, T Al L +48.0 53.0 IN P.S.F. OF REMAINING ° ~- B2 12 8 913 ! 709 HETA20 walls at maximum spacing per schedule and = - SOFFITS < iJ B1 13 8 1444 / 1 235 HETA20 openings, and end -jointing bottom plates. Minimum Bolt embe ment 7". 'D' Z UL 11. All individual jacks under headers on bearing walls shall be str Aped to the header with a LSTA18. A MAXIMUM OF A 1-112" MAY BE USED 160 MPS EXP. o f, ° J LU co C4 15 10 1844 11652 2X) HETA20 Attach the SPH4 to the top plate as per connection spacing. Attach the SPH4 to each jack and to FILLER BETWEEN THE STRAP < O C3 16 10 1851 / 1646 2X) HETA20 the PT bottom late. P AND THE TRUSS WITH 10d PRE-ENGINEERED TRUSSES o Q C0 tit -,I W �° C2 14 9 1856 / 1641 2X) HETA20 12, The SPH4 shall be installed at both ends of the wall of bearing walls and spaced as per schedule. COMMON NAILS IF THE FASTEN RIBBED LATHE o - R o" C1 16 10 2501 / 2276 MGT The la of the double to late shall be a minimum of 4'. R p p DISTANCE BETWEEN THE STRAP & TRUSS IS f TO FRAMING AS PER 2 13. At girder truss bearing locations, 3 studs shall be nailed toget er with 12d Common Nails spaced GREATER THAN 1/8" // MANUFACTURER'S o D7 12 9 430/316 HETA20 6" O.C. OR LESS THAN 1.1/2". VENTED STUCCO SOFFIT RECOMMENDATIONS D6 14 10 459 / 320 HETA20 14. at Unless otherwise detailed, ratruns shall be 1" x 4" Southern Yellow Pine at a maximum spacing Of THIS ELIMINATES THE SLACK IN THE ROOF SHEATHING INSTALLED ON RIBBED LATHEFASTEN FRAMINGORECOMMENISATIONs D5 13 10 4541303 HETA20 10' O.C. and attached with 2-8d common nails at each trussor as specified by truss engineer ST�PTOITONUSS f CONNE a D4 151 121 456 / 287 HETA20 4 ot;< (using whichever method is more stringent). CUT VIEW 15. Any exterior porch ceilings shall be Y2' Exterior Soffit Board. Fasten to trusses #6 - 1 WD3 11 8 735 / 513 HETA20 russes wREPLACMENT BOTTOM VIEW OC C' drywall screws at T O.G. on the seams and 12' O.C. in thefield. This application creates a l�• D2 10 ? 741 / 507 HETA20 TRUSS LU CN! ttl structural diaphragm and will not require any additional brarin of the bottom cords of the trusses ANCHOR 61 13 9 1116 / 1070 HETA20 other than the ratruns specified. STUCCO SOFFIT DETAIL Ui r G2 4 3 353 / 352 JUS26 HETA20 16. On the roof, attach 5/8 CDX sheathing,staggering the joints ith IOd Full -Head Rin shank Nails I L Z K2 7 5 492 / 238 HETA20 HETA20 at 6" O.C. on seams and 6" O.C. at intermediate supports. Ad nailing within 3' of the ridge; hips, ON CA NTILL' V ER.ED TRUSSES � r- C all detail for nailing r me its on eaves. and valleys II be at 4" O.C. Seed o e u re s shall C71 Y a , " K1 9 7 7031568 HETA20 17. All roof hand -framing shall be blocked and strapped together to form one unit and connected to ° •E Lea HIP HIP DETAIL HETA20 DOOR AND WINDOW ATTACHMENT SPECIFICATIONS trusses below using a MTS16. The rafters attached to the edge board shall be tied together with VALLEY MT S12 @ EACH END either a 2" x 4" collar tie directly below the ridge (w/3 - #12 ea -eh end) or a Simpson 'A34'. MASONRY (NEW CONSTRUCTION _ Z _ 18. All studs shall be #2 construction grade spruce. All hand framing shall be #2 construction grade I WINDOWS -THE 2" x a" PT. WINDOW BUCKS SHALL BE ATTACHED To THE MASONRY WALL WITH fJx�ya CD LU spruce or Southern Yellow Pine. The CDX sheathing ?;I atl -have a span rating Of 24/16. All 3116" DIA. X 3 314" TAPCO.JS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. THE WINDOWS i� 6d.t .THE BUCKS WITH #10X 1-5/8" FLAT HEAD SHEET METAL SCREWS IN EACH PRE- : Cn SHALL BE ATTACHED TO headers on bearing walls shall be (2) 2" X 12". MANUFACTURED HOLE. DOUBLE WINDOWS SHALL BE INSTALLED WITH STEEL REINFORCED JOINING MULLIONS. N 19, All fastening procedures shall be in accordance with the manufacturers recommendations and all BUCK ATTACHMENT OPT • iN(WINDOWS) -1x BucKs MAY ®E use0 oNLYw/ 3/16" Dla. TAPCONS @EACH @1 components attached to the structure (Doors, Windows, <Shutters, Screened Porches, Roofing PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN.Si DOORS -THE 2X DOOR BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 1/2" SPECIFIED ANCHORS @ 24" "`® C/'J Materials, Etc.), Shall be designed and installed t0 resist the design wind force. USE A SIMPSON MTSM16 STRAP WHEN THE O.C. OR W/3116" TAPCON ANCHORS @ 16" O.C. THE DOOR JAMBS SHALL BE ATTACHED TO THE BUCKS W/2410 WOOD CO 3: SCREWS @ 16" O.C. PER SIDE. ALL SLIDING GLASS DOORS SHALL HAVE ALL PRE -MANUFACTURED HOLES FILLED EMBEDDED STRAP IS MISSED OR FURTHER THAN WITH #10 SCREWS ATTACHING THE FRAME TO THE ROUGH OPENING . ANCHOR SCHEDULE SUPPLY UPLIFT, LOAD, & UIREMENTS. PLEASE CON NOTEKSM ENGINEERING SPECIFIES FASTENERS ELL FASTENERS ULT KSM ENGINEERING BEFORE SUBSTITUTING ANYTSPECIFIED FASTENERS. NOT AAR LISTED ARE R QU RED. SIMPSON USP UPLIFT PROVIDED FASTENING NOTES 2x) DENOTES NUMBER OF FASTENERS REQUIRED SPECIFI R ED SPRUCE SY PINE @ A SPECIFIC BEARING LOCATION. EXPA ON HUS26 1550 GIRDER (14) 16d NAILS / TRUSS (6) 16d NAILS ANCHOR HETA20 1810 (10) 10d X 1 1/2" NAILS / EMBEDDED 4" INTO CONCRETE BOLT OPTION 2X HETA20 2035 SINGLE TRUSS (12) 10d X 1 1/2"1 EMBEDDED 4" INTO CONCRETE 2x HETA20 2500 DOUBLETRUSS (14) 16d NAILS / EMBEDDED 4" INTO CONCRETE HILTI US ANCCHORHOR LYs MGT 3965 (22) 10d NAIL W/ 6/8" ALL -THREAD ROD EPDXIED 12" MIN. INTO CONCRETE SIMPSON VGT 4940 (16) 1/4" X 3' SDS SCREWS W/ 5/8" ANCHOR EMBEDDED 12" MIN. INTO CONCRETE RAW L-STUD REDHEAD H5 265 455 (8) 8d NAILS ANCHOR DEPTH LBS MTS16 860 1000 (14) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER) SIZE EMBEDDE UPLIFT HTS20 1245 1450 (24)10d x 1 112" NAILS (HALF OF NAILS PER MEMBER) 1/2" 7" 2080 LSTAl8 970 1170 (14) 10d NAILS (HALF OF NAILS PER MEMBER) 518" 6" 3,!00 MST27 2740 3140 (30) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER) 3/4" 8" 4000 ends " PHD2 3375 3610 (10)114" X 3" SIDS SCREWS W/ 5/8" ALL -THREAD ROD EPDXIED 7" MIN. (2 MEMBER ONLY) DRILL HOLE AND CLEAN OUT WITH BLOWOUT BULB. SPH4 / SPH6 1065 (10) 10d X 1 1l2" NAILS (HALF OF NAILS PER MEMBER) COMPLETE HOLE e a PREPARATION WITH I Q H UC410 1615 (18) 1/4" X 2 3/4" TAPCONS W/ (10) 10d NAILS USE OF A NYLON BRUSH (DO NOT MBHA 3.56/11.25 3145 (18)10d NAILS W1(2) 3/4" ALLTHREAD RODS EPDXIED 7" MIN, INTO CONCRETE USE WIRE BRUSH) .4 I EXPANSION ANCHO BOLTS SH LL NOT REPLACE EPDXIED ANCHORS - CEILING BOARD 112" DRYWALL ON - EACH SIDE OF WALLS 2X4. STUD WALL @ 16" O.C. SINGLE 2X4 PT BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. TYPICAL WO AT R Ti' d R T AT0_ 1-112" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" BUCK ATTACHMENT OPTION (DOORS) - IX BUCKS MAY BE USED ONLY W/ 3116" DIA. TAPCONS @ 16" O.C. PENETRATING 0 CO (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY THROUGH THE DOORJAMB INTO THE MASONRY WALL 1 1/2" MIN. 11`.„ WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO FLASHING REQUIREMENTS -ALL NEW EXTERIOR OPENINGS SHALL BE IN ACCORDANCE WITH FBCR 703.4 LU 860 LBS OF UPLIFT. FOR HIGHER UPLIFT NOTE: IF THE MANUFACTURER OF THE DOORS AND/OR WINDOWS HAVE MORE RIGID SPECIFICATIONS, USE THEIR ATTACHMENT PROCEDURES IN LIEU THE ABOVE. CONNECTIONS CONSULT THE ENGINEER .I OF � CONNECTIONS 1' OR ALL FASTENERS SHALL BE 6" FROM THE ENDS AND CORNERS. ALL TAPCONS SHALL HAVE A MINIMUM EMBEDMENT OF 1 112" INTO MASONRY WALLS. e { MI{-JC S.L� D/MIS PLACED ** IF THE MASONRY OPENING IS TOO WIDE OR HIGH TO INSTALL THE BUCKS AS DESCRIBED ABOVE, THE CONTRACTOR SHALL INSTALL EITHER 1" X 8" P.T. OR 2" X 8" P.T TO THE MASONRY. OPENING LU 0 AS NECESSARY. FASTEN TO MASONRY WITH 3/16" DIA. TAPCONS @ 12" O.C. STAGGERED. FASTEN THE TRUSSS `%R /' PS BUCK STRIPS TO THE TAPCONED FRAMES WITH 6d RINGSHANK NAILS @ 3" O.C. STAGGERED. ( 1 .c1 THESE TAPCONS SHALL HAVE A MINIMUM EMBEDMENT OF 2" INTO MASONRY WALLS. to It ALTERNATE CONNECTIONS J.L.O. J-BOLT: LIQUID APPLIED FLASHING MEMBRANE r- 1. MIN. (6) 1/2"x 5" TITEN HD W/ 3-1/2" MIN. EMBED. BETWEEN BLOCK & P.T. BUCK D LO Lt3 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD � REVIEWEDO tt) ''��•• W14-1/2" MIN. EMBED. EPDXY W/ SIMPSON SET-XP EPDXY REVt w CO CODE COMP '[AN OR EQUIV USE 2" 2" SQUARE WASHER SINGLE 2" X 4" TOP PLATE ATTACHED Wl 1-1sd @EACH x 2x6x12 P.T. SYP #2 CENTER BUCK WINDOW OR DOOR ATTACHED TO BUCK PER MANUFACTURER'S CHED O BUC ST. LUCIE/CC UN Y ' ( TRUSS ABOVE; IF WALL RUNS PARALLEL TO TRUSSES WI NO 6„ \ 1/2" J-BOLT W/ 5 112" EMBED. O O c Q r �/� BOCC co "• ^ W 4ta ,. TRUSS ABOVE, INSTALL 2" X 4 • i i i BLOCKING BETWEEN TRUSSES , SYP #2 NAILER W/ 1/4"x2-3/4" LIQUID APPLIED FLASHING MEMBRANE LI«I �% 00 @ 2' O.C.. NAIL BLOCKING W/ (2) 2x P.T. (1) __ SHALL NOT BE APPLIED @ STUCCO AREAS LU 0 10d NAILS @ EACH END. NAIL TOP 1/p MIN. TAPCONS @ 24" O.C. & 4" FROM ENDS _ Z 0 PLATE TO BLOCKING. • 1. LIQUID APPLIED FLASHING MEMBRANE SHALL BE APPLIED TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO TO EXTERIOR AREA THAT La 7C to NON BEARING OF OPENING NOT APPLY FLUID IS TO RECIEVE STUCCO. CONTRACTOR TO FOLLOW ALL MANUFACTURER'S INSTALLATION O- I� FRAMED WALL 4" FROM EDGE REQUIREMENTS SPECIFIC TO THE PRODUCT BEING APPLIED OF BLOCK 2. LIQUID APPLIED FLASHING TO COMPLY WITH AAMA 714-12 OR 15. ANCHOR NOT PERMITTED BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT 3. SUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS MIN. (6) 1l2" DIAMETER J-BOLTS USING 2"X2" SQ. WASHERS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. Z W/ 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EACH SIDE 4. SEE DOOR & WINDOW ATTACHMENT SPECIFICATIONS FOR BUCK ATTACHMENT REQUIREMENTS. OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE 5. PER I.R. CO. BUILDING DEPT.; A SAMPLE / LEFTOVER TUBE OR CONTAINER IS REQUIRED TO BE H w GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING LEFT ON SITE FOR VERIFICATION THAT PRODUCT USED MATCHES SUBMITTED DOCUMENTATION o ANCHORS @ 24" O.C. MAX. (PRODUCT APPROVAL FORM). NOTE: CONTRACTOR TO VERIFY SOME PRODUCTS THAT COMPLY WITH AAMA 714-12 OR 714-15: O BUCKTO CMU ATTACHMENT DUPONT TYVEK FLUID APPLIED WB+ (AAMA 714-15). 0- 0 CONCRETE SLAB LOCATIONS PER GARAGE DOOR OSI QUAD FLASH LIQUID APPLIED FLASHING MEMBRANE (AAMA 714-12). MFR.'S WRITTEN SPECIFICATIONS FORTIFIBER BUILDING SYSTEMS MOISTOP SEALANT & LIQUID FLASHING (AAMA 714-15). W • PROTECTO WRAP LWM200 (AAMA 714-15). --J/\ --- BOLTS START B" MAX. PROSOCO R-GUARD FAST FLASH (AAMA 714-12). O 0 ABOVE GARAGE F.F. BASF MAXFLASH LIQUID FLASHING MEMBRANE (AAMA 714-15). � Z MASTER WALL INC. SUPERIORFLASH (AAMA 714-12). FRAMED OVERHEAD GARAGE DOOR MASONRY OPENING FLASHING DETAIL ILL SECTION BUCK CONNECTION (FBCR 703.4) DESIGN PARAMETERS (ASCE 7-10) ENGINEER'Still CERTIFICATION PER MY REVIEW THESE PLC Cf P'� PROPOSED RESIDENCE Q A) WIND FORCES 1) RISK CATEGORY ="CATEGORY II B) CONCRETE COMPRESSIVE STRENGTH =3000 PSI LOCATED AT 1836 WIL I wkFT. PIERCE, ST. LUCIE CO. V ult. = 160 MPH C) ROOF LIVELOAD =20 PSF ARE IN CONFORMA OAI IV9 F T E FLORIDA V asd. = 124 MPH D) ROOF DEADLOAD =25 PSF BUILDING CO H!DIT10 1:). = HOLLAND 2) WIND EXPOSURE = D E) FLOOR LIVELOAD =40 PSF / 3) INTERNAL PRESSURE COEFFICIENT =.18 (ENCLOSED) F) MIN. SOIL BEARING CAPACITY (PER REPORT) =2000 PSF BY RONALD G. KELE P,F IE KELLER P.E. #68366 SHEET PROJECT u S'� 1°� 7 4) COMPONENT/CLADDING PRESSURES (PSF) G) COMPACT SOILS TO 95% OF THE MODIFIED PROCTOR AS SHOWN ON PLANS . NOTE: ENGINEER'S SEALOR OR SMUDGE W/ WET FINGER; S C�O� IF NOT, CONTACT ENGI Eff d PROJECT AND SEAL ARE AUTHENTIC. -1 PRECAST LINTEL TABLE SYMBOL ON PLANS WIDTH OF OPENING ALLOWED GRAVITY MAX/MUM GRAVITY ALLOWED UPLIFT MAAXIMUM CTUAL UPLIFT WINDOWS r•' 81F24-11B/1M/1T 0 35" 8974 1528 5263 917 31" 8974 200 5263 120 O 51" 8672 225 4093 135 D 99" 1 3486 1 1020 1969 564 ZI 35" 1 8974 225 5263 135 (F 35" 1 8974 225_ 5263 135 DOORS 39" 8974 1200 5263 720 108" 2781 225 1763 135 3 108" 2781 225 1763 135 75" 8360 925 2790 555 5 147" 1 1838 1 1000 1 1418 600 111" 3486 923 1763 -490 PORCHES 7 57" 7342 300 3389 180 130" 1838 832 1418 821 0 218" 1282 225 841 135 10 218" 1282 225 841 135 19 24" 8974 100 5263 60 LINTEL SCHEDULE SPH4 FASTENER' ON TOP AND ran® BOTTOM PLATE @ 32" O.C. SPH4 DO BLE TOP PLATE 2X STUDS @ 16"O.C. IF t > HALF 8 STRAP SHOWN \� _ HALF PER SIDE a 2-2"X 12" HEADER CHART FOR # OF STUDS AND JACKS REQUIRED LWSEE HEADER CONNECTIONS @ _BEARING WALLS 5/8"ANCHORS W/3" WASHERS @ 32" O.C. MAXIMUM HEADER SPAN TO 6'2' -0 9'2' TO 12'2' TO 1E NUMBER OF JACKS UNDER EACH END OF HEADER 1 2 3 3 NUMBER OF STUDS B EACH END OF HEADER P.T. BOTTC PLA WALL HEIGHT 10' HIGH OR LESS t. 2 23 WALL HEIGHT OVER 10' HIGH 2L 3 3 4 JACKS AND STUDS SHALL BE NAILED TOGETHER WITH 12d COMMON NAILS AT 6' O.C. STAGGERED FRAME BEARING WALL DETAIL JACK & STUD REQUIREMENTS 1" X 6" P.T. ATTACHED d �d TO MASONRY WALL WITH d A POWDER ACTUATED FASTENER EMBEDDED A 2O 8" BLOCK MINIMUM OF 1" AT 2' i - WALL ` 1 I I I I I I OI` 10OI I� I i .\ 2" x 4" STU I LOAD VALUES BASED ON 'CAST-CRETE' PRE-ENGINEERED LINTIM SCHEDULEATTACHED TO 1" x 6" l ` ) WORST CASE LOADS AND UPLIFTS SHOWN P.T. WITH 10d FRAMING COMPONENT 4%. CLADDING PRESSURES ASCE 7-10 (160 MPH - EXP. 'D'- Val ROOF SLOPES 2.5112 TO 6112 (HEIGHT < z6') EFFECTIVE AREA (SQ. FT.) ZONE 0<10 11<20 1 21<50 151<100 +28 .43 +26 -42 +22 -41 +21 -41 O12+ 028 -74 +26 -60 +22 -60 +21 -55 +28-108 +26-101 +22 -92 +21 -85 END ZONE 5 WITHIN A DISTANCE OF 5' FROM BUILDING/ROOF CORNERS = (d) r NAILS AT T O.C. ` \ ;. - INTERIOR -----' ROOFING INIT FRAME WALL { FRArl7E TO MASONRY CONNECTION DEfSf I N PRESSURES bi, �1 ,.. t ,. 1 ' MPsi YIRI n GENERAL NOTES: 1. WEATHERING AREA IS NEGLIGIBLE 2. TERMITE AREA IS VERY HEAVY 3. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 4. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 5. HEATING IS REQUIRED FOR THIS STRUCTURE. 6. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HFIGHT WITH A 20" NET CLEAR WIDTH OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. 7. ALL EXIT DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. B. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED FOR NEW CONSTRUCTION. 9. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 460.. 10. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 11. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A VAPOR RETARDER MUST BE USED. 12. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 13. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 14. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 15. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. 16. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. 17. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 18. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 19. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2-2"X12" #2 SOUTHERN YELLOW PINE HEADERS WI 318"Ti 1/." PLYWOOD BE' WEEN. 20. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA, 21. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. _ 22. FRAMED INTERIOR BEARING WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. 23. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S @ A MAXIMUM OF 8' O.C. 24. ROOF SHEATHING SHALL BE 518"CDX AND HAVE A SPAN RATING OF 16124 AND NAILED WITH 10D NAILS RING OR SCREW TYPE NAILS (2 %" X .131") AT 6" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD. 25. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514; Cl C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 26. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.8, A108.11, A118.1, A118.3, A136.1 AND A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. 27. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 28. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 29. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. 30. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. 31. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. 32. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. H•4 - .- Planning &Development Services Department e Building& Code Regulationspvision 2300 Virginia Avenue, Fort Pierce, FL 34982-(772) 462-1553 Certification for Design Load Compliance Project Name: HOLLAND RESIDENCE Project Address: 1836 WILDCAT COVE DRIVE, FT. PIERCE, ST. LUCIE CO. Permit #. Occupancy Type:__Construction Type: INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permi* c,> plications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the III above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida BUILDING Code Sixth Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category:_i X II _III_IV Exposure Category:_BC X D 4.. Design Wind Velocity _ 160 mph X ASDLRFD End Zone Width: 5 ft 5. Mean. Roof Height 20' +/- ft .Roof Pitch: 5 :12 Parapet: N / A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings): Zone 1: + 24 /- 38 Zone 2: + 24 /- 36 Zone 3: + 24 /-98 Zone 4: + 41 /-45 Zone 5: + 41 /-56 Garage: + 42 /-47 7. , Design Loads: Floor: 40 PSF Roof/Dead: 25 PSF Roof/Live: 20. Balcony: N / A PSF Dock: N / A PSF Deck: N / A PSF Stairs: N / A PSF Fence:: N / A PSF Railings:: N / A PSF 8, Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10.. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specifi JULIE E. KELLER P.E. # 68366 PI Print Name Cent If & Co. Cert Auth. KSM ENGINEERING & TESTING Signature; A4"F P.O. BOX 78-1377, SEBASFIAN, FL. 32978-1377 PL�p Company Name & Address lz Revised l2%@0 ,/, gg;�,Ai 00 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name LESTER & BRENDA HOLLAND ANDO BUILDING CORP - Applicant: - - Product Opening Design Product Rated Manufacturer Model Number Product. Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows +48(WORST CASE) -64 +65/-70 PGT SH 5500 FL#239.7 IMPACT #10 SCREWS W/I1/4-MIN. EMBEDMENT WITHIN 1WOF CORNERS 0 HEAD B JAMB X 11'A' 0C, ON JAMBS Mullions + 43 / - 47 +70 / - 70 PGT SERIES 5600 / 5500 FL# 17519.1 N / A (2) 3/16" X 6" TAPCONS TOP & BOTTOM Fixed Glass + 48(WORST CASE) .-53 + 70 / - 70 PGT PW 5540 PVC Fill 243.10 IMPACT E-BCREWB W/1 veMIN. EMBEDMENT WITHIN V OF CORNERS ON HEAD, JAMS& Sf4& N' OC.ON JAMBS '1'17A�A�iV ENT -19 oc aial + 47 / -40 + 65 / - 70 PGT CA 5540 PVC FL#. 245.4 IMPACT NO SCREWS W111/4-MIN: EMBEOMENTWITHIN 4-: OFCORNERB DN HEAD:.11 S BILL I" DC, MAX:ON JAMBS Skylights Sliding Glass Doors +43(WORST CASE) -47 +60/-60 PGT SERIES 5570 VINYL. FL#251.10 IMPACT #12 SCREWS W/11/4" MIN. EMBEDMENT; C3+i@HEAD & SILL, 5@JAMES,70 P-HOOK Swing Type Doors + 45 / - 50 + 50 / - 50 THERMA TRU FIBER CLASSIC FL# 7630.1 IMPACT MID SCREWSW/11/4-MIN. EMBEDMENT WITHIN WFROM CORNERS @HESD&14'O.L.MAX, ONIAMBS French Doors Garage Doors + 42 / - 47 + 48.0 / - 52.0 HAAS DOORS WLF 2000 SERIES FL# 16650.7 N / A JPMBBPACKETS FASTENED TO SUCKS W/ I/440%N. CARRIADE BOLT . 1/440 N E. WASHER II PER BRRCXETI UNDERLAYMENT -liurricarte-Protectfoii N / A N / A SENTRY BUILDING LAPLOCK PSU FL# 21895.1 N / A TILE ADHESIVE Roorvetitnatil lrc N / A N / A ICP ADHESIVES ROOF TILE ADHESIVE FL#6332.1 N / A SEE ADHESIVE REQUIREMENTS BELOW Roofing Material B (WORST CASE) 108 -147 BORAL ROOFING 9ARCELONA IMPACT FL# 7849.1 N / A 00X21lY SCREW W/2X10'%-35 GRAMS pOHESNE FOR PMIB/I2I1XID'-9 GRAMS ADHESIVE FOR CAPS Revised 07/22/2014 �l V I I have reviewed the above components or cladding and I have approved their use i1111 �II wind loads and forces specified by current code provisions. �'"�" C Name: JULIE E. KELLER P.E. Signature: nProf; KSM ENGINEERING & TESTING a Cert. No. 68366 - 1„'•n Design e 7 ''•OI i J W L1J � J Q UJ W U U W s 1n Y m } GO < O ED Q N LL1 J W W ED W z U' o ai U) o o s r i M iL co (n LU 00 cc Ill 04 LU Ll.l U. VA Z LU Z allZ REVIEWED FOR � � CODE COMPLIANCE ST. LUCIE COUNTY SOCC cu 00 X ua 0 060 ... ., ti ;:ir• E.F. C) ui ______ ___ _ -'' L.LU FASTEN 2k P.T. ' Lo zr .T. TO UNDERSIDE OF LINTEL PER \ tzr -- ------I---- .SCHEDULE BELOW; NAIL 2X FRAMING TO THIS ANCHORED 2X p� I WIT10d@ 10" O.C. BEYOND OPENING, FASTEN 2X TO BLOCK �' 4d li' AS PER SCHEDULE. s�` .(0 DO - I _ = 1� to '- -FASTEN 2X P.T. MEMBER TO MASONRY AS FOLLOWS: V i .FILLED CELLS & LINTEL: 3/Ell TITEN HD BOLTS @ 12" O.C. HOLLOW CELLS: 3/8" X 4" TITEN HD BOLTS @ 8" O.C.DO ------ - ---NAIL OTHER REQUIRED FRAMING TO ANCHORED 2X'S Ili W ' ( @'S I W/10d NAILS @ 12" O.C. STAGGERED. i. 11 [Q tW LL0 rr Wct ------- 1- -.WRAP FRAMING W/1/2" P.T.PLYWOOD \` NAIIF W/ 80 NAILS @ 8" D.C. ON ALL EDGES ` i I FRAMING DETAIL FOR POCKET SLIDING GLASS DOORS ENGINEER'S CERTIFICATION _ PER MY REVIEW THESE g0FI �ff�IF PROPOSED RESIDENCE LOCATED AT 1836 WILT/, FT. PIERCE, ST. LUCIE CO. ARE IN CONFORM C?c10{V rS09 F T E FLORIDA BUILDING C 6THIDVTIO ( ? BY - RONALD G. KEL1. a# 93 J IE E. KELLER P.E. #68366 NOTE: ENGINEER'S SEAL S •B Cr`D4OR OR SMUDGE VIU WET FINGER; IF NOT, CONTACT E Pi AND SEAL ARE AUTHENTIC. IL 0 ULJJ U Z 0 Z n HOLLAND SHEET I PROJECT# S� 19`�I'