Loading...
HomeMy WebLinkAboutBuilding PlansLL BEARING POINTS MUST BE JSTALLED PRIOR TO INSTALLING NY TRUSSES! FAILURE TO DO SO MAY RESULT DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS. :OR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS 1) FOR THE ERECTION BRACING FOLLOW JSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS 2) PERMANENT BRACING FOR THE STRUCTURE IS HE ESPONSIBILITY OF OTHERS. 3) INSTALL WEB BRACING AS STATED ON SEALED NGINEERING TRUSS DRAWINGS. STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. 4DUR DESIGN DEPARTMENT MUST APPROVE ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL HANGERS ARE SIMPSON STRONG -TIE OR USP JNLESS OTHERWISE NOTED. INSTALL HANGERS \CCORDING TO THE CURRENT SIMPSON STRONG -TIE )R USP CATALOG A •• ■ 1-o, p N cD rncn� ti oN mO cZ�OyK�n70z�y11•1�'iI m�C�n3�m ii;i ' 'I 'v �=w �70Gn`)' oaoDr ocI-c *a pl0��) -<IW Im 0u N On c�Xrn MOOScl z om�c3<;o v 'i G— oo,� �~rwomNm m-nZXcn,- Xz0.rr000go -0;u mCmXOMO caO�Qn_ - n m ca n0 >Fmowu o2; o O-+o cm 11 II cocn G)I -n zoc�m Fu'oND ZDII I 0 fDNN `cT cn III zII �C �Zz0v pZON0rn �Zm o0I O G)w�i 0 OD momZCm yF0Z DB wM;��zoZr-x �09X? 3 mw mMwiz�2 �-O0 cnon iD Dz00=O�X MCOCR mCcODOO�W D 0 Z!?fi�� C°m?m0 ZpC 11 m� >;uN oU) O r M>00xWZOz > 0> q ;a I. n7 r? 22zc7; v,m z-n G)ri;S O�M0 2omZ � >ba C O Orn � co) ! mDco-n ZOO X cr\)0M ccz cn cn :�wO 0> Km m <mm � -0 cn! rcnD ozcn mcn v z M � r0 - CoIr 0 DM mM ��o 0 CDcl)o�rn NC CCD, cra00 T ?n G)zo zn -<z z r cD D O A fD _m 'vm I- IIo`o o m' z v-IW�C� rn (A OmD0zo z0 .pcno cnmrn yn Cr O Dcn G0 0 Z 3 mM m < aomD mmm -n r m R10 o� rXZ 0-icnc m0 Cr) C"=DWcpC OB v a3mco m o. m Do z O o 0 �/ cn -o co ' CD =O c .. Q) cn CO n m- CL = w0 co, n CD CD cn m co i I N Dk) p O 0Oc �m -I� o p �pWfn m—I m sk nmDZO ^TM c Go oo Z M tri a y C� o o °' m p �r N g YA CD�o a Am Vn W . E cn 7 N N Fa y e .n o a eo a2x� tD �a GCCC•, 0 S6 y r m CD o Grl D e X m x > CD C M A y gm yp b. Page 1 of 1 APPROVAL COPY DO NOT USE TO SET TRUSSES UNLESS STAMPED "FINAL" ------------> Page 1 of 1 A �E SITE-7m L 0 CA TED IN SA IN T aL Lf C IE C 0 UN T'y, F-1 R IDA, FND NAIL & DISK FND MAIL & DISK "CIVIL SERVE* LS # 2391 ZS BENCHMARK BENCHMARK ELEV. = 23.56' ELEV. = 23.63' NAVD, OF 1988 L NAVD OF 1988 FND VIALS U # 2391 FND NAIL & DISK 23,48T BASE BEARING x 23.50 23.36 BENCHMARK ELEV. = 23.39' LS #2391 N 89056'18ff E n 444AGON1444EEL -!.NE- �23,64 N 89056'18w E 29.66 1�1 NAVD OF 1988 932.16'- 2 3.6-5-T V E.- N 89056 8 E 415.85' 832.00' V FDOH in St. Lucie County 23,45* 22,82x- Ca 1.b - 60'PIW 15" OAK -k AK 11" OAK WA1 20'ASPHALT E3.4 01-PE nn A= (a 23�.44 AK-- 9"--Ow - op�N� PP.83 Q 21.6 Environmental Health 21,92x- - 9.a_ - I , �c DRAINAGE --7P.5� 94 -� �1.87 2238 Site Plan Approved for Construction 415 85' lo, PuBuc UTILITY EASEMENT N 89-56i8'� E -XI 1W PUBUC UTILITY EASEMENT Supersedes All Previous Site Plans for 10' PUBLIC UTiLFTY EASEMENT EE.EE EP E� EP (P EP q )(3 2222 E) R R 22,a2 [P �3 22,28 22.63,'�/j 4'." OSTDS#56056;07,4Z71 & Well #5f-30j59 Date: FND 5/8 IRC 21.66 FND 5/8 IRC LS # 2391 LS # 2391 FLORIDA POWER & LIGHT CC11=r- Revieiver:�4� "6 TRANSFORMER 22,13x x X 22.2 6 21.36 COVEREO ENTRY x 22 60 O AIA A 91 ORANGE AVENUE 0 EDWARDS RD. 1 a1Y ROAD Al SI TE PRIMA VISTA BLVD. LOCATION MAP NOT TO SCALE STREET ADDRESS 17XXX WAGONWHEEL LANE, FORT PIERCE, FL 34987 LEGEND & ABBREVIATIC)INS PROPOSED x 22.15 DRAINFIELD % 24.04 LEGAL DESCRiRTION > +-350SO FT 172.2' 155.01 A ARC LENGTH 6.3 LOT 10, CARLTON COUNTRY ESTATES, ACCORDING TO THE A/C AIR CONDITIONER 5.0;6.3 35.0' �anPLAT go THEREOF, RECORDED IN PLAT BOOK 46, PAGES 29 AND 'k CONG - 30':OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. BM BENCHMARK x 25,47 Na"-13.0- i4 �DRM. C� 14.0' �-# . C CALCULATED FROM FIELD MEASUREMENTS C -j I 55.2' C /L CENTERLINE PROPOSED 22 52 PROPOSED 0 21,75X----\-f-- - 0 - - 5� 2-,09 S 8905426" W FND 5/8 IRC PSM 6330 an 21.012 kx- - 121.13 x H4 - - - -1- - - - --x 20,62 831.64' 111 C/L SWALE C/L SWALE -x 20.89x GLOBAL POSITIONING SYSTEM (GPS) NOTESx baniax >(--2 n 617- 23, .15 --x 22.68 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO GA HOME T-RAM GOS-909 AREA-"D STORM W-AT" MAN",VEWF-C��A 100' R1W (2) DUAL FREQUENCY TOPCON HYPER GA 11 SYSTEM. X-2243 --x P2.90 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY Z018, 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE, (FA.C.) 5J-17-051. R FOR SEP11C GREEN AREA 22JO -� "C COVERED (z K b 1STORYCM \ �} CM CONCRETE MONUMENT AREA N 10 0; our PORCHCOVEM RESIDENCE CONC CONCRETE OF 3.0' G E PoRcff RANG x"99,04"75.0- 30.3' DEG OR DEGREE x '94.92 e----4 EXISTING WELL FFE = 25- W' %-iENEkAL NOTES 9=1 ELEV ELEVATION 1 75.0- 1. ItE EXPECTED USE OF THIS SURVEY AND/OR MAP IS - FFE FINISHED FLOOR ELEVATION / �j RESIDENTIAL. FND FOUND Boroswo PROPOSED WATER LINE WELL 000 IDENTIFICATION NUMBER WZ ID IDEN 21.72 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND MAP Is -C IRON PIPE 19 NOT , CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR '& IP 14 CLMO CA I I MAP�,ER. 2,0 IR IRON ROD 07 / 00 0 M=M YCO) x 2 IRC IRON ROD & CAP REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE LL 0 10 1111 LOT 9 FLORIDALICENSED K, t'R LICENSED BUSINESS SIGOAJURE AND ORIGINAL SEAL OF A FLOR LB LOT 2 2,3 4 VACANT�------ SURVEYOR & MAPPER. 112� LS LICENSED SURVEYOR OCCUPIED VACANT z >. MEASURED DATA M 2 5.5' C) 4. T-THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE aJ _A MON MONUMENT rtl CENTERLINE OF WAGONWHEEL LANE, HAVING A BEARING OF CZ) ow N&C NAIL AND CAP S8956'18"E,, ACCORDING TO THE PLAT OF CARLTON COUNTRY I I Z' NAVD NORTH AMERICAN VERTICAL DATUM ESTATES, AS RECORDED IN PLAT BOOK 46, PAGE 30, PUBLIC 5: RECORDS, SAINT LUCIE COUNTY, FLORIDA. CL Z Z2 5: o, NGVD NATIONAL GEODETIC VERTICAL DATUM '-5 W > w:' Nw NO OR # NUMBER 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY I AJk wo wo i 1 0 0:'F85 NTS NOT TO SCALE Is IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAH, 0 x 23,00 4�' ft-j wz zw CONMUNITY PANEL NO. 12111 C 0250 J, EFFECTIVE DATE 0 < .0 S 21 S2 OHP OVERHEAD UTILITIES 4Z MIN, SETEACK EC. FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE ow >' E Q (9 FE z t, M0 Ozo ORB OFFICIAL RECORDS BOOK DETIERMINED BY AN ELEVATION CERTIFICATE. Lu >. >05 2M P PLAT DATA FRONTZJ� C6 (0 k' 1- 00 j 0 PG(S) PAGE(S) ISIDEs 2r� 6( . ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL 411� z C, x affi W� @z' CNIR SIDES 3d I)Ai�M NAVD OF 1988. 4� 3 PLS PROFESSIONAL LAND SURVEYOR �z POB POINT OF BEGINNING FEAR 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED U POC POINT, OF COMMENCEMENT zt,.G. STATES STANDARDS, IN FEET AND DECIMALS THEREOF. Uj �0't TEC0 �2 PRM PERMANENT REFERENCE MONUMENT 8. ALL ABOVEGROUND FIXED IMPROVEMENTS, IF ANY, HAVE Z,Pw PSM PROFESSIONAL SURVEYOR AND MAPPER j WZM BEEN LOCATED AND SHOWN, HEREON. R RADIUS x 23.03 RLS REGISTERED LAND SURVEYOR 9f UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT R/W RIGHT-OF-WAY BEELOCATED ON THIS SURVEY, WATER METER 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND DRAWN BY; CA & AND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF 0 AT OTHERS. CHECKED BY, CA A DELTA 22.61 1 1.'� ' LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS y DATE:NOVEMBER 30, 2019 UTILITY POLE FND 5/8 IRC /21,37 OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, HORIZONTAL SCALE: PSM 1 6330 FND 5/8 IRC OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY 1.57 S. LS # 2391 ACT DEEDS. 1'=40' 10' PUBLIC UTILITY EASEMENT 22.25 21.89 S 89*5426" W 2 io, PuBuc LrnLflY EASEMENT 103 pUBUC UnUr( EASEMENr 227171 22.41 @ 12 THE LAST DATE OF FIELD WORK WAS NOVEMBER 21 2019 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYDRA MAP�ER. 'SEALS; r!2;1 1w, CHARLEs ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE 5�140. 4971,f SHEET 1 OF -DROJECT NO. 19-544 ST. LUCIE COUNT'i FILE Col pill �alz FND NAIL & DISK "CIVIL SERVE" BENCHMARK.. :'.. ELEV. = 23.56' NAVD OF 1988 ' 80 120 & DISK 23,48 �D#NAI 9 N 89'56'18" E ,,A,,AAONWHEEL Arc --- 93Z I6' -- N 89 56'98" E 23.45 15" OAK ,• AK - 11• OAK ': DRAINAGE PIPE 1" AK_ - 21.92x- j� 88 93- T71 10' PUBLIC UTIUTY. EASEMENT 415.85' 10' PUBuc UTILITY EASEMENT - 22,4 22, 2 22,28 FND 5/8 IRC �. 21.66, LS # 2391 22,13x x x 22.2 >p 21.36 .a 415.85' --- �OP�F-9ANI4- 9,"-QA'KK NN 89-56'18�- 22,63- FLORIDA POWER & LIGHT_ FND NAIL & DISK LS # 2391 BENCHMARK ELEV. = 23.63' NAVD OF 1988 FND NAIL & DISK LS # 2391 23.36 BASE BEARING BENCHMARK N 89�56'18" E ELEV. 23.39' 23,64 NAVD OF 1988 23.44 832.00' o x 22,83 21.6 _ x 222.16 10' PUSUC UTILITY EASEMENT 1 FND 5/8 IRC 2222 Ls # 2391 LOCATION MAP NOT TO SCALE STREET AD E)RESS 17XXX WAGONWHEEL LANE FORT PIERCE FL 34987 A t/) Lf) g M U AW®� VI Q $� AO W Ia 00 0 M IL ai W �q Z co W O V ® W d LL I1.I F 1n > W Z K U to 0 u. m Lo a # 0 LIt �1 U) a w ?Q > o W T " ��q/ 0 � _ 04 W' w N o p gam„�// 99m - ® z 2 LL CL COVERED d z ENTRY x 22.60 >IPT _ PROPOSED x 22,1s LEGAL DESCRION ;_��,I py LEGEND & A DRAINFIELD 24.04 # --- - -- +-350Se FT +s.o 155.0' 172.2 LOT 10, CARLTON COUNTRY ESTATES, ACCORDING TO THE 6.3 6.3 A ARC LENGTH +so; 5.0 35.0' PLAT THEREOF, RECORDED 1N PLAT BOOK 46, PAGES 29 AND A/C AIR CONDITIONER �n = p :CONC. co 30 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. w o BM BENCHMARK x 25.47 35.3' 13 O' DRIVE 55.2' 1 C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE PROPOSED 22 52 p PROPOSED\\ SEPTIC GREEN AREA 22.10 \ _ CM CONCRETE MONUMENT AREA \ CR p l STORYCBS OUT 1 p COVERL�D RESIDENCE CONC CONCRETE a� I Exl TI c WELL 13. PORCH w DEG OR DEGREE x �c,4,92 xx ,64 75.0 30.3 MINI1l1Ti/M < ExIsrlNc WELL FFE=2s.21P � GENERAL NOTES q -ELEV ELEVATION I I 75.0 u -� 'I. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS FFE FINISHED FLOOR ELEVATION RESIDENTIAL. FND FOUND ROPOSED PROPOSED WATERLINE WELL co w z 0 2. ADDITION OR L S DE n _ DELETIONS TO THIS SURVEY. AND/OR MAP IS ID IDENTIFICATION NUMBER j 21.72 \ \ NOT CERTIFIp BY THE SIGNING FLORIDA LICENSED SURVEYOR & Wad IP IRON PIPE / tv h MAPPER. W W IR IRON ROD \ y, x 2 07 / tpil ci W 1 3� J xoo IRC IRON ROD &CAP � / p ' �� � LOT g REPRODUCTIONS ORIGINAL THIS MAP: ARE NOT VALID WITHOUT THE � U. Z¢m m I LB LICENSED BUSINESS LOT A LOT O AL SEAL OF A FLORIDA LICENSED woo VACANT- SURVEYOR & MAPPER. o'a LS LICENSED SURVEYOR OCCUPIED c cn VACANT 22.34 W WI, M MEASURED DATA FFE = 25.5 00 as 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE >o� CENTERLINE OF WAGONWHEEL LANE, HAVING A BEARING OF Z MON MONUMENT h1 S89°56'18"E, ACCORDING TO THE PLAT OF CARLTON COUNTRY « 6 N LL z ' N&C NAIL AND CAP ESTATES, AS RECORDED IN PLAT BOOK 46, PAGE 30, PUBLIC } ow- NAVD NORTH AMERICAN VERTICAL DATUM I+ w 2,N- NGVD NATIONAL GEODETIC VERTICAL DATUM RECORDS, SAINT LUCIE COUNTY, FLORIDA. ¢ .�►ygQ. > j=w ® = WE 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY C) @ B w=o3 NO OR # NUMBER, IS IN ZONE "X ACCORDING TO THE FLOOD INSURANCE RATE MAP, LIa Z olag 1 wzFd NTS NOT TO SCALE + x- 23,00 COMMUNITY PANEL NO. 12111 C 0250 J, EFFECTIVE DATE = Woo> OHP OVERHEAD UTILITIES FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE (, 0 �zwt ORB OFFICIAL RECORDS BOOK O - DETERMINED BY AN ELEVATION CERTIFICATE.% y w°-°'o� � CA 1' ; N o W" P PLAT DATA 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL Z ° og�w O O PG S PAGES DATUM (NAVD) OF 1988, Y Q : ,,-�=m PLS PROFESSIONAL LAND SURVEYOR Q O � F r U POB POINT OF BEGINNING 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED U ODZR: W� POC POINT OF, COMMENCEMENT STATES STANDARDS, IN FEET AND DECIMALS THEREOF. W z o o5 ARM PERMANENT REFERENCE MONUMENT om'z 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE IN 1 PSM PROFESSIONAL SURVEYOR AND MAPPER BEEN LOCATED AND SHOWN HEREON. �og� R RADIUS x 23.03 N ~ as=o I 9.-' UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY BEEN LOCATED ON THIS SURVEY. I" WATER METER 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND DRAWN BY, CA & AND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF ® AT y OTHERS. CHECKED BYI CA h DELTA " ' ' 61 I" 019 , UTILITY POLE OFFICE FOR RIGHTS -OF -WAY, EON WEASEMERE OENTSBOFRRECORDACTED BY THIS DHDRIZONTALB 3CAL0 2 I FND 5/8 IRC I 21.37 FND 5/8 IRC I OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS, OR MURPHY PSM # 6330 1.57 S. ACT DEEDS. LS # 2391 � � 1.=40< 10• PUBLIC UTILITY EASEMENT 22.25 S 89'5426" W 10' PUBLIC UTILITY EASEMENT 22.17 22.41 10' PUBLIC UBUfY EASEMENT - -- -- AST DATE OF NOVEMBER 21.75 - -� - - /5.$5'--x - - - J S 89'54'26" W FND / 8 IRC 1 21, 2019. 0 2 THE L DA FIELD WORK WAS NO E NOT VALID WITHOUT THE SIGNATURE R -- -� --- -- -- --x 20.62. 831.64' PSM 6330. AND ORIGI 'SE&. OFAFLORIDA T 21A2x- �e -21 4 - st�L n �+.21,13 C/� SWn E LICENSE@'$C7T3yF.XOR&MAfiPER. xZ 1.1..-7 CIL SWALE - - 21j4 - - - - - - - GLOBAL POSITIONING SYSTEM (GPS) NOTES -- ----- -jc 20.89. r 4, A 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING ATWO - -- - HBRS'E', TP&" G0886* :kREAAND ANAGEME: A - (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SE -- 100' - - -- -- --- -- -- -- - --- - -t 22,90 r 2 - 23,b8 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED y r CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. HARLES ARNOLD 3. GAS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENS NO.49r USING CARLSON SURVEY 2018, 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS RTN D� ATE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C.) 5J-17-051. PROJECT N0. 19-544 METAL 5-V ROOF (PER MFG. SPEC.). OVER 30# SELF-ADHESIVE UNDERLAYMENT 5/s CDX PLYWOOD ROOF SHEATHING SECURED PER NAIL PATTERN DETAIL 12 ENGINEERED WOOD 5r— TRUSSES © 24"O.C. TRUSS STRAPS PER SCHEDULE ALUMINUM FASCIA 16" VINYL NON -VENTED R-30 BLOWN INSULATION SOFFIT & FASCIA SYSTEM FIBER CEMENTSIDING (PER � Y" HIGH STRENGTH DRYWALL` . MFG. SPECS.) OVER VAPOR CEILING BOARD BARRIER AT FRONT SIDE ONLY Y2" DRYWALL OVER 3/4" P.T. (2) COURSES BEAM BLOCK w/(1)#5 FURRING & FI FOIL CONT. IN EACH COURSE W/CONCRETE INSULATION - LINTEL @ ALL OPENINGS WINDOWS PER DESIGN PRESSURE AND PRODUCT APPROVAL PRE CAST SILL 8" CONCRETE BLOCK W/ 1'2" THICK, 3 COAT PORTLAND CEMENT PLASTER (1) #5 REBAR IN CONCRETE FILLED CELLS AT EACH VERTICAL PER PLAN (MIN. 25" OVERLAP) D Z �0 \ SEE FOUNDATION PLAN 6-MIL. VISQUEEN MOISTURE BARRIER ON CLEAN TERMITE i TREATED SOIL, COMPACTED - TO 95% MODIFIED PROCTOR. ='^' TYP TYPICAL WALL SECTION (1-STORY)`. N.T. WINDOW SCHEDULE MARK TYPE ROUGH OPENING HEADER HEIGHT REMARKS A 3050 SH 37 3/4" x 63" 8'-0" -- B 4020 SH 491, x 25" 8'-011 -- C 2450 SH 2911 x 61" 8'-011 -- D 3040 SH 37 3/411 x 49" 8'-011 -- E 3030 SH 37 3/411 x 37" 8'-0" -- F 2040 SH 2511 x 49" 8'-01f -- G 3038 SH 37 3/4" x 45" 8'-0" -- EXTERIOR DOOR SCHEDULE MARK I WIDTH HEIGHT COMMENTS REMARKS 1 5'-011 8'-011 3080 SWING W/(2) 12" SD. LTS. -- 2 9'-011 6'-811 9068 SGD - 3 4'-011 8'-011 3080 SWING W/ (1) 12" SD. LT. -- 4 9'-011 8'-011 9080 OHD (GARAGE) -- 5 18'-0111 8'-011 18080 OHD (GARAGE) -- r 0 -3 Q H Z W � rn O 00 Q0O - �' Ln z 78,_8„ Z W -w pro a 0 30 4" W W Z Q 00 w Q 13' 0" 35'_4" (n (D (n :D� J � �. 1 I W Z w w �L N� D Y 3 UQ .. C-9 , ! Y' 6.8 i ,- as a28 n w m \ I Bedrocifff #1 I CAN w w 00 Q " Master`Sath #1 3080 I , f I Z 00 \ / I : in I 7) D l LA F- I l 7,_y, I o \Z? to CIO #1 / - - - - - - - .I f� I — I LU - - - I I Screen enclosure m I ii _ \\ I I ® Z CID living Parent & i O J (v) Space to 1­4 -J J Uj U L1J l - - L1J o SQ.FOOTAGE 1 I U N ® '� A/C 3501 SF ® Ln .- I _---_----- I Garage 779SF 13'_6° H 1 I I BP 140 SF FP 144 SF U 1, 6'-6" LLJ I 0 F i > of , o Den o Wet BarT­��:::::� i Q r I 14'_0" 15' 0" 6'-4" S-8 1 /2" N----101_0" __12,_0" �\ 3,�"I i I 4,�,9 / - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - ---- - - - - - - \ M"re \ --' / 3040 3040 3040 3050 / 1 y _ zeeo 1 - _ - --Arch- ---- °71 \ EP \ 1 / q it - - - - - ENGINEERING SEAL: �- - - ` \ -~ �— —� i / THIS STRUCTURE HAS BEEN DESIGNED I I \ \ I \ \ I AIH In Attic o TO MEET THE LOADING REQUIREMENTS \ \ / 00 8 / OF THE 6th EDITION OF THE FLORIDA I ( I I "` _ / / I • BUILDING CODE (2017), RESIDENTIAL \ \ nnm \ I M 34'-0" AND ASCE 7-10 FOR STRUCTURAL II \ I \\ I M Attic Stair // i // I i I; TT ELEMENTS ONLY. \ \ I LaundrwRm / -`t4 T7 14'-9" 5.O" 1-------- I v IMa ter Bedroom ##2 I ' Family Room , � Access Letter � 4,-0„ I i n I c 1 G 6'-0" JANET B. DUNLAP, P.E, I I \ 1% 6'-0" oo I y o q 8530 U.S. HIGHWAY i, SUITE 9 =-irt-1--- -- frT------ o --------------- — -- ---�- — I Garage / W /"� 1 MICCO FL 32976 Bath #1 " / \ / \ I-"-- I PROFESSIONAL ENGINEER # 62809 I / eao / I \ I co Master 1 "' Closet #2 0 O "' O / I \ Kitche \ o / 3'-4' N y- z wo ;:1 u Arch / I to\ tiaao - zeao \ -0 m m I_ LL o Ma > B d Room #1 2 eon„ I \ [�] I �, o W a Z 4 7._ l 80 L z W W 3� I \ Master 14'_9" \ \ I w _] v cIew Lu � Bath #2 `O 42'hilh I� 1,1....4r H 0 = Flex `\ 28 o } �oZ� // // I Room o \\ M z® z LuE Bed Room #2 a II I U UJ u U) tD w o / /:._ 4020 3000 / / r 30a0 1280 \ \ 4020 \ 1 Q 2 w F O .L-------------- ------------------ � rf.cu2 1 15,_0" , ---- " v m n 4 LU I 1Lil n 8'-2 1 o III--------- - --: --- ----- -- - a - -- - ---- - =- ---- -- -" o ----------- -Z-----------T-- - ------------------ 13'-8" sic 13'-4" o L - - - - - - - - - - - - - - - - - -----L----------------- -- -U 35,_0„sim 38'-8" 15-0" r 0 —I W CD N o� r� Q L N Z!Itz n o) ` Z ~ _ �w ' O O 78._8„ Z W CL I- 0 1 Q 30' - 35,_4„ W W Z Q w 4" 1 3' 0" N METAL 5-V ROOF(PER MFG. SPEC. U J w< — OVER 30� SELF-ADHESIVE. — — — — — — — — — — — — — — — — — — — — UNDERLAYMENT \ 2040 2040 / W Z W w Z E N w CDX PLYWOOD ROOF SHEATHING i \ o 5_ q I 6 W -= o z Q SECURED PER NAIL PATTERN DETAIL 3 � O VO Il — --- ( z �� z w 80 c+g. m Z �`Z w O 12 n 0 ENGINEERED WOOD 5 i \\ 5,_8e ze MaSter // W Q � a'' LLJ F- TRUSSES @ 24' O.C. _ BedrOOrd #1 " Master'B\ h #1 a030 / / _ Q o L` TRUSS STRAPS PER SCHEDULE - 7 s AjI ° ALUMINUM FASCIA \�\R-30 BLOWN INSULATION u CI r/ / /—/— — --- -VENTED VINYL NON SOFFIT & FASCIA SYSTEM — I I ItI o � 3080 - 3080 FIBER CEMENT SIDING (PER Y2 -HIGH STRENGTH DRYWALL CEILING BOARD 5'_0„ MFG. SPECS.) OVER VAPOR BARRIER AT FRONT SIDE ONLY Y2" .DRYWALL OVER %" P.T. I \ (2) COURSES BEAM BLOCK w/(1)#5 FURRING & FI-FOIL INSULATION -�-u \ I I Screen enclosure CONT. IN EACH COURSE W/CONCRETE e \ I ( LLl N .LINTEL © ALL OPENINGS. � I ii \\ I I ® s? Lf7 bg WINDOWS PER DESIGN------_____. PRESSURE AND PRODUCT Living I Parent I Ch APPROVAL I i I _J I - - S aCe Io i--{ _J PRE -CAST SILL I —� / p I� - W U LL1 LL eI_ o -- I I I� 8" CONCRETE BLOCK W/ ® `> W I I Fo `� SO. FOOTAGE �� li Y THICK 3 COAT Q U z , J PORTLAND CEMENT PLASTER I I w GA/Car 779 IF ® f1 s7 UJ 1 5 REBAR IN CONCRETE----_--T- 13'-6" Garage 779SF r� (D LLJ FILLED CELLS AT EACH I \ I BP 140 SF �D VERTICAL PER PLAN 4I - I I I MIN. 25, OVERLAP - o ( � I I Kitchen i \V.i o Den o 2 o i Q Cc 0 z 5'-8 1/2" Cc r\ \ \ SEE FOUNDATION PLAN I 14'-0" 15'-0" 6' 4 ~ -- 10-0� --� 12,_0„ 3' "I 1 ry 4,0, , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ==-- —n e 6 MIL. VISOUEEN MOISTURE q `� _____'-_...sl .._. Y BARRIER ON CLEAN TERMITE I \ Meter \ / 3040 3040 3040 3050 / TREATED SOIL, COMPACTED ^ I zeeO--------- l TO 95� MODIFIED PROCTOR. __•-------=--- - ---------- ---- --- -------- °ol \ EP fV i" — — — — — — — - — — ENGINEERING SEAL: II I — \ \' — — - — i \ \cll:_ti r _ Arch -0 THIS STRUCTURE HAS BEEN DESIGNED LOADING T P TYPICAL WALL SECTION \\ \\ A/H In Attic ,/ m $ I r/ OF THE 6 hTO MEETH EDITION OF THEEUFLO FLORIDA S A-1 (1-STORY) N.T.S. \ \ 1 / \ \ I ""'° ac / / I• BUILDING CODE (2017), RESIDENTIAL o \ \ _ — r 34'-0" 4 AND ASCE 7-10 FOR STRUCTURAL ( Attse Stair) / I I / I in ELEMENTS ONLY. I I \ 12'-6' I I\ \ I Laundrry f2m 14-1 51-011 - -- -_7 \ Family Room i ,v 'Master ter Bedroom #2 \ Access Lather 4,_0„ I • I r — — — — — — — — —1 I m I 0 1 0 . 5JANET B. DUNLAP, P.I`ll- ITT I ------------ 8530 U.S. HIGHWAY 1, SUI7E 5 ----------r----- MICCO FL 32976Garage / d y Bath #1 \r PROFESSIONAL ENGINEER # 62809 I r/I BID --- CO Master I p wLL oo Closet #2z Kitche 3,400z ouArch �m�ze30 ZB d Room #1 en„ ll oo zoi Y J 7 WINDOW SCHEDULE OX MARK TYPE ROUGH OPENING HEADER HEIGHT REMARKS A 3050 SH 37 3/4" x 63" 8'-0" -- B _ 4020 SH 49" x 25" 8'-0" -- C 2450 SH 29" x 61" 8'-0" -- D 3040 SH 37 3/4" x 49" 8'-0" -- E 3030 SH 37 3/4" x 37"-- F 2040 SH 25" x 49" 8'4" -- G 3038 SH 37 3/4" x 45" 814" EXTERIOR DOOR SCHEDULE MARK I WIDTH HEIGHT COMMENTS REMARKS 1 5'-0" 8'-011 3080 SWING W/(2) 12" SD. LTS. -- 2 9'-0" 6'-8" 9068 SGD 3 4'-0" 8'-0" 3080 SWING W/ (1) 12" SD. LT. -- 4 9'-0" 81-0" 9080 OHD (GARAGE) -- 5 18'-0" 8'-0" 18080 OHD (GARAGE) -- I Master \ ui Bath #2 28ow J C= Q-p � 12'-6" m o Flex Z --- // • L/ / — — ----- I Roo1m 0„ o \ LU all Bed Room #2 - , ® z Liu F=D-' wLL � o 0zo p V)4ozo 30so eo 3�o izeo W — — — — --- — — — — — — — — — — — — ---- — — — - 1. o d 30 0 3060 6,_2" OV pi TT n 4 LU L Ila _ J I I 13-1 13'4" L_-------------------'---U---------------- — — — — --1 35,_0„ 38 =8„ 15,_01, 88,_8e z O FLOOR PLAN A-1 Scale (I Ix17): 3/32"=V-0" (22x34): 3/16"=1'-0i" a as AEET Al z RIG -HT ELEVATION A-2 Scale (22x34):3/16 m M Scale (22x34): 3/ 16"=1'-0" REAR ELEVATION Scale (22x34):311611=11-001 El u CLL Scale 3/16"=1'-0" MAIN HOUSE BEAM HEIGHT } ELEV. 9'- 4" A.F.F. 0 °'l 0 Ln J Z L1J O 00 N Q C6 m Z W �� �0 z LLJLdz Q �N°OCw Q o z J Ld 1 0 N r o O (n V (n : J: :2 Li Z LLJ 0 w; (_D z Q Li0 JII=o z 1:) zz {— ON M;, a3 w rimm J � Q Z Q v of H rr w U vI W LJJ N ® Z G_ Ln i <s IT _J _J _I LIJ u uJ LL ® ]a u � uJ ® C� a W <L Q ENGINEERING SEAL: THIS STRUCTURE HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF THE 6th EDITION OF THE FLORIDA BUILDING CODE (2017), RESIDENTIAL AND ASCE 7-10 FOR STRUCTURAL ELEMENTS ONLY. JANET B. DUNLAP, P.E. 8530 U.S. HIGHWAY 1, SUITE 9 MICCO FL 32976 PROFESSIONAL ENGINEER # 62809 0 o=cDCm o CDo~nN m LL J 0 wu r? z QaJ M. Y D.z�ap V DO, rz W 0 Lu 2Ew {— w <ON 0LU� a z a oz. 5 G�o�� rl w 0 0 FfIZ82 Or0 Lu H 0 z O LA rX GLCV.V -V as SHEET) A-2 FILE COPY ELECTRICAL LEGEND $ SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $ WEATHER PROOF WP $D DIMMER $ SPECIAL SP SWITCH TO OUTSIDE LIGHT '0\ CEILING FAN CF \O\ CEILING FAN / LIGHT COMBINE CF � \O\ EXHAUST FAN HVF WN1 110V RECEPTACLE WV 220V RECEPTACLE GFI 110V GFI RECEPTACLE bWP 110V WEATHERPROOF GFI GFI _&GFI 110V GFI DUPLEX RECEPTACLE (@42") N TEL PHONE OUTLET N� CABLE ❑N TV OUTLET OV CENTRAL VACUUM OUTLET JD THERMOSTAT �S.D SMOKE DETECTOR ALARM OC.S. CARBON MONOXIDE / SMOKE DETECTOR STRIP LIGHTS FLORESCENT LIGHT, LENGTH IN INCHES CEILING LIGHT RECESSED LIGHT PENDENT LIGHT WALL MOUNTED LIGHT SOFFIT MOUNTED FLOOD LIGHTS DOOR BELL LD DISCONNECT ELECTRICAL PANEL ELECTRICAL NOTES: 1. PER NEC 210.12, ALL 120-VOLT, SINGLE-PHASE, 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. PER 6TH ED 2017 FBC-R E3902, ALL RECEPTACLES MUST BE TAMPER -RESISTANT. 3. PER NEC 210.8(B)(4)&(5), ALL KITCHEN, BATHROOM, GARAGE, EXTERIOR, LAUNDRY, UTILITY & WET BAR OUTLETS, INCLUDING RECEPTACLES OUTDOORS, INSTALLED WITHIN 6'-0" OF THE OUTSIDE EDGE OF A SINK SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION. 4. ALL DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING/GREAT ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONAL ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS SHALL BE INSTALLED IN ACCORDANCE WITH 6TH EDITION FBC-R E3901.2.1 THRU E3901.2.4. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED PER 6TH EDITION FBC R402.4.5 5. ALL SMOKE DETECTORS TO BE INSTALLED IN ACCORDANCE WITH 6TH EDITION FBC (2017), SECTION R314 & NFPA 72. 6. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL UNIT. 7. SMOKE DETECTORS SHALL BE INSTALLED ALL SLEEPING ROOMS, S. CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 9. PROVIDE APPROPRIATE RECEPTACLES PER APPLIANCE SPECIFICATIONS. JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON -GAS COMMUNITIES AND 110V IN COMMUNITIES THAT HAVE GAS OPTION. 10. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3" FROM RECESSED LIGHTING FIXTURES, FAN MOTORS & OTHER HEAT PRODUCING DEVICES. 11. GARAGE DOOR OPENER TO BE GFCI PROTECTED. GARAGE DOOR BUTTONS LOCATED NOT LESS THAN 5'-2" ABOVE FINISHED FLOOR OF HOME. 12. SHOWER RECESS CANS ARE TO BE WEATHER PROOF. 13. ALL OUTLETS ARE TO BE MOUNTED AT 15" A.F.F. UNLESS OTHERWISE NOTED. 14. VERIFY ALL ELECTRICAL LOCATIONS W/BUILDER. 151OCATE CIRCUIT BREAKER PER INDUSTRY STANDARDS. 16 LOCATE ELECTRICAL METER PER INDUSTRY STANDARDS. 17 ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS IONS MEET STANDARD ELECTRICAL CODE (NEC 2017), NFPA70 & ALL CITY, COUNTY, & STATE ORDINANCES, LAWS, AND CODES, INCLUDING THE CURRENT FLORIDA BUILDING CODE. VTR \ I --L- I I / IL r I N. \ I I I / / I v/ e.F I I / --------- I `\�----- 71 - ------------ 11 a III I I \\ I \\ I k NN — — — — — — — — - �/ \ i I � \ I L ; --i ---- / - - - - - - - - - - - - - - - C�I I%�I�-J 'J QD �D n u u / _III IN -------- �I � I I // \ I I I I I I CE I ./ --------- \I I NN i / \ \rNN1 ' I \� I I \ IN \ \ / I ¢ \ ------ I \--------- I I I I \ I II I I 11 " ----a---- —-��-----------------' I---------------------L-------------------- —� E-1 Scale (22x34): 3/16"=1'-0 " r 0 J w O <Z �cc rn Z Z Lli - F "to wwz Q �V �CoLi Q O Z ('� J W -rn�0 N wZw Dw5-EN 0�w0 J20 z Q m z �]�zw O O w d 3 w w 00 c Z a0 �of d F- 12� w U rj Z Ln g� OU J M W ILL (n Z O W LLJ a ENGINEERING SEAL: THIS STRUCTURE HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF THE 6th EDITION OF THE FLORIDA BUILDING CODE (2017), RESIDENTIAL AND ASCE 7-10 FOR STRUCTURAL ELEMENTS ONLY. '� a-o a a - l'k JANET B. DUNLAP, P.E. 8530 U.S. HIGHWAY 1, SUITE 9 MICCO FL 32976 PROFESSIONAL ENGINEER # 62809 0 -, o2zo FDA 0 r 1w 6 ;' ww N Z m C7mu Fm� U- 0 Wwa� g zw0Qo U Lu U W���� m Cy F- w z J W 0 m =0�pw wA Up ' 0 W z LLJ Q = z U > �O rj 3 0- rOrN15 u- W rnF--w�� O 2 ~� �� out 0 � 0 �� F� o z O rn a� SHEET E-1 FILE COPY I ELECTRICAL LEGEND $ SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $ WEATHER PROOF WP $D DIMMER $ SPECIAL SP SWITCH TO OUTSIDE LIGHT CEILING FAN \ , ,CF CEILING FAN / LIGHT COMBINE CF EXHAUST FAN HVF VU 110V RECEPTACLE 220V RECEPTACLE GFI 110V GFI RECEPTACLE Wp 110V WEATHERPROOF GFI GFI -&GFI 110V GFI DUPLEX RECEPTACLE (@42") N TEL PHONE OUTLET CABLE TV OUTLET �V CENTRAL VACUUM OUTLET �T THERMOSTAT 10-1S.D SMOKE DETECTOR ALARM OC.S. CARBON MONOXIDE / SMOKE DETECTOR STRIP LLGHTS STRIP LIGHTS - FLORESCENT LIGHT, LENGTH IN INCHES CEILING LIGHT R RECESSED LIGHT PENDENT LIGHT WALL MOUNTED LIGHT SOFFIT MOUNTED FLOOD LIGHTS DOOR BELL L0 DISCONNECT ppl ELECTRICAL PANEL L'DRY TUB 4" JIL JIL 2" VTR LAv wc�TUB C.O. 3" ELECTRICAL NOTES: 1. PER NEC 210.12, ALL 120-VOLT, SINGLE-PHASE, 15- AND 20- - - - - - - - - - - - - - - - - --- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, ( l LIBRARIES, DENS BEDROOMS , SUNROOMS RECREATION \ / PARLORS, L ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL _ /f BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER, j \� - I INSTALLED TO PROVIDE PROTECTION OF THE I COMBINATION TYPE INS II I� BRANCH CIRCUIT. R 6TH ED 2017 FBC-R E3902 I I I I I 2. PER r ALL RECEPTACLES MUST BE I TAMPER -RESISTANT. i I I I 3. PER NEC 210.8(B)(4)&(5), ALL KITCHEN, BATHROOM, GARAGE, EXTERIOR, LAUNDRY, UTILITY & WET BAR OUTLETS, INCLUDING RECEPTACLES OUTDOORS, INSTALLED WITHIN 6' 0" OF THE OUTSIDE EDGE OF A SINK SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION. _ 4. ALL DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING/GREAT ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONAL ROOMS, CLOSETS, HALLWAYS, LAUNDRY ( / AREAS OR SIMILAR ROOMS SHALL BE INSTALLED IN ACCORDANCE -I 1 WITH 6TH EDITION FBC-R E3901,2.1 THRU E3901.2.4. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED PER 6TH EDITION FBC R402.4.5 5. ALL SMOKE DETECTORS TO BE INSTALLED IN ACCORDANCE WITH 6TH EDITION FBC (2017), SECTION R314 & NFPA 72.- 6. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL UNIT. 7. SMOKE DETECTORS SHALL BE INSTALLED ALL SLEEPING ROOMS. 8. CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. I 9. PROVIDE APPROPRIATE RECEPTACLES PER APPLIANCE SPECIFICATIONS. ]UNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES AND 110V IN _ — _64 COMMUNITIES THAT HAVE GAS OPTION. �� _ - 11 I 10. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3" FROM RECESSED LIGHTING FIXTURES, FAN MOTORS & OTHER HEAT �\ i PRODUCING DEVICES.\ 11. GARAGE DOOR OPENER TO BE GFCI PROTECTED. GARAGE DOOR BUTTONS LOCATED NOT LESS THAN 5-2" ABOVE FINISHED FLOOR OF HOME. 12. SHOWER RECESS CANS ARE TO BE WEATHER PROOF. Cf I - 13. ALL OUTLETS ARE TO BE MOUNTED ATI5"A.F.F.UNLESS ---------- ` l / - ' ----- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n OTHERWISE NOTED. \ / \ /I 14. VERIFY ALL ELECTRICAL LOCATIONS W/BUILDER. - - -- ---- --- Ir 15.LOCATE CIRCUIT BREAKER PER INDUSTRY STANDARDS. \ \ IluI 16 LOCATE ELECTRICAL METER PER INDUSTRY STANDARDS. g -� _ - - - _ _ \ \ c_ 17 ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL. VERIFY \ \ I /wo THAT ALL ELECTRICAL INSTALLATIONS MEET STANDARD ELECTRICAL \ \ I 0 / N X�l 0 \ / I CODE (NEC 2017), NFPA70 & ALL CITY, COUNTY, & STATE30 ORDINANCES, LAWS, AND CODES, INCLUDING THE CURRENT FLORIDA BUILDING CODE. I I , X =�--69 ° JIL VTR 3" VTR WC KLAV n / L 3" DW SINS-STUDDER J VENT W�u PLUMBING RISER TYPICAL 3-BATH JIL TUB \ �LAV 3" f C.O. 3' /� 2" VTR I I\ �� \ / — \ ---- y \ \ //30 i -------- 1� / \\ it CE ME] - I / i ` \370 d- - I I 0 di \ \ L---------------------- --- - -- ----- \-----------�__..�. \f I IF ---- -- --------- - -- -- �- --- - L----------------------1------------------- -I ELECTRICAL PLAN E-1 Scale (22x34): 3/ 16"=1'-011 .T.S. Lo v J Z W of � Q o_ � (Di Z Z LL - o � � ( O W Lid Z Q ow Ld _r°cc N Z_ C9 J Z L �N��' Z'I cr (I) 0 (n :D Q.Or r W O W z W w _i=� z a Q N U w Z z w O O F- CDoz � M IL 3 w rimm w w00 3 a Q O ` Ld L_LJ e' cV L.f) d- _J _u _j �a W aa U � (D d <� ta ENGINEERING SEAL: THIS STRUCTURE HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF THE 6th EDITION OF THE FLORIDA BUILDING CODE (2017), RESIDENTIAL AND ASCE 7-10 FOR STRUCTURAL ELEMENTS ONLY. I JANET B. DUNLAP P.E. 8530 U.S. HIGHWAY 1, SUITE 9 MICCO FL 32976 PROFESSIONAL ENGINEER # 62809 0 ouiuo o m o o ~" N = z o° wLL.-.w Z. ro 4 p rl :fY1 J 0' LLB Y W �LUaz"-� 2:O z g po U H J J m cy J wzw = ow n 0. W m zw�w w ao�� W Q m z W F�00i� V I�� N= w v w o �� maw o n ���8� m w Q 0 a MA aaaaa FINISH PER ELEVATION 8" C.M.U. 6x6 #10 W.W.M. FINISH FLOOR Z 20„ a � (1) #5 DOWEL @ EACH FILLED CELL - w/ 25" LAP TO VERTICAL #5 REBAR TO BOND BEAM CLEAN COMPACTED FILL"'ve MONOLITHIC FOUNDATION w/ (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS a EXTERIOR MASONRY WALL S-1 (1-STORY) N.T.S. FINISH PER ELEVATION 8" C.M.U. 6X6 #10 W.W.M. FINISH FLOOR z FINISH GRADE. CC) I a' (1) DOWEL EACH FILLED CELL w/25" LAP TO VERTICAL RTICAL #5 REBAR ITO BOND BEAM CLEAN COMPACTED FILL 'T� 1 -8 MONOLITHIC FOUNDATION W/ (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS & #5 TRANSVERSE BARS @ 48" O.C. EXTERIOR MASONRY WALL @ GARAGE N.T.S. 2X8 P.T. GARAGE �8" C.M.U, BEYOND DOOR BUCK 3/4" RECESS IN SLAB 4" LARGER THAN FINISH BLOCK WALL 4" CONCRETE SLAB 6X6 #10 W.W.M. FLOOR EXPANSION JOINT SLOPE TO R/W (1) #5 DOWEL AT EACH FILLED CELL CLEAN COMPACTED FIL MONOLITHIC FOUNDATION W/(3). #5 1'-8' DIAMETER RODS CONTINUOUS ON CHAIRS GARAGE DOOR RECESSED SILL N.T.S. #5 VERTICAL STEEL PER PLAN w/MIN. 4"CONC.SLAB w/6x6 310 W.W.M. 25" O.C. 4 1/2 BASE OVER .006 MIL. VISQUEEN VAPOR BARRIER TAPED OVER COMPACTED FILL TREATED FOR TERMITES 4" MAXIMUM SLOPE — — 44 4 6x6 #10 W.W.M. MONOLITHIC FOUNDATION w/ (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS F EXTERIOR MASONRY WALL @ PATIO S-1 N.T.S. 1/2" G.W.B. OVER 2X4 STUDS 16" O.C. 1/2"0 A.B. @ 24" O.C. MIN. 7" EMBEDMENT 4 1/2" BASE 2X4 P.T. SOLE PLATE 6x6 #10 W.W.M. SLOPE 4" n V-4" �`�� (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS H THICKENED SLAB @ GARAGE S-1 DISH PER ELEVATION C.M.U. I,IIIIIFINISH FLOOR CLEAN COMPACTED FILL. PENETRATING PIPE MONOLITHIC FOUNDATION w/ (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS BEARING PENETRATION DETAIL N.T.S. N.T.S.- — 78'-8" 48'-4" - O U Ln N J Lilo r9 0� z Z�� O W Ld z Q � ncw�w� Q —1 W cn o N j88" 24" Z (D Z z ¢cli 2: n0r o EN [If LLIJJ a ---- — — ----- -- — W z W 0 w TO � �W� QTO z U ---- m Z ZIz o W li O W LLJ O CC)Ln a Q I Z 0 L a_ b LLJ I I I I I j— LJJ � 1 1 Z L!� o rn I I I b (.� W <L b I W = p[ W ® cn W 1 � 1 Q Lu ;: I � I 10.0" 1 ID13'_0" 35'-4" 1 I I I 14'-0" 16.-0.. 6,-4„ I F7 N I I ---------A ----- Lni --- B�--- --� W _ I-----�--- -- ENGINEERING SEAL: I �------------ — I P I I i I I I I THIS STRUCTURE HAS BEEN DESIGNED I I I b TO MEET THE LOADING REQUIREMENTS OF THE 6th EDITION OF THE FLORIDA I I I I BUILDING CODE(2017), RESIDENTIAL I I I I I I I AND ASCE 7-10 FOR STRUCTURAL — — — — — — — — I ELEMENTS ONLY. 1 I I F I I I I i I I I I zr-1o" I I I 1 I I I I O O JANET B. DUNLAPj P.E. m 8530 U.S. HIGHWAY 1, SUITE 9 ? I °0 MICCO FL 32976 PROFESSIONAL ENGINEER # 62809 I 1 L I I I I 1 I I m ox Z oo9W I i I -6 00 Z. ' I I LL a W oWoo� I I ch J Y I�ZZ I I LU Who 0 i i I I —---- a Lu wz o -------- ©---- -----' --- --- Lu o z F- LU A I i ,-4-. p o o f 8' 2 f----------A -J 67 --------------i b m FAI ❑A8,_Z 8,_2„ ❑ Io I1 W --------------------- ---— — — — — — — — — — — — ~ 131_011 12'_8„ 13'-0" 131_811 13,_4„ 8'_0" 16'_4" 6'-0" - 16'_4" 35'-0" 38,_B„ 16-0" (1) #5 UITY OF FOOTING REINFORCEMENT N.T.S. 12" * 12" (1) #5 RE -BAR CONTINUOUS NON -BEARING FOOTER @ PATIO/PORCH S-1 % N.T.S. tUUNVATION F AN S-1 Scale (l Ix 17): 3/32"= V-0" I (22x34): 3/ 16"= V-0" R aaa SHEET S-1 ®"f i.i ' oQef LINTEL SCHEDULE L# LINTE L NUMB ER LINTEL SCHEDULE LINTEL LENGTH SAFE LOAD (P.L.F.) DESIGN (P.L.F.) (WORSE CASE) GRAVITY UPLIFT GRAVITY UPLIFT Ll 8RF14 1B / 2T 4'-6" 5206 -2272 695 -330 L2 8F16 OB / 2T T-6" 2632 -1624 - - L3 8F16 OB / 2T 4'-6" 2931 -2707 671 -358 L4 8F16 OB / 2T 4'-6" 2931 -2707 168 -102 L5 8F16 OB / 2T 4'-6" 2931 2707 168 -102 L6 8F16 OB / 2T 6'-6" 3480 -1868 1394 -751 L7 8F16 OB / 2T 4'-6" 2931 -2707 672 -360 L8 8F16 OB / 2T 4'-6" 2931 -2707 - L9 8F32 1B / 2T 10'-6" 2093 -1188 803 -478 L10 8F16 OB / 2T 4'-6" 2931 -2707 597 -323 L11 8F32 1B / 2T 10'-6" 2093 -1188 598 -324 L12 8F16 OB / 2T 4'-6" 2931 -2707 1230 -662 L13 8F16 OB / 2T 3'-6" 5163 -3524 168 -102 L14 8F16 OB / 2T 3'-6" 5163 -3524 168 -102 L15 8F16 OB / 2T 4'-6" 2931 -2707 1219 -640 L16 BRF14 1B / 2T 5'-8" 4567 -1797 561 -270 L17 8F16 OB / 2T 4'-6" 2931 -2707 597 -323 L18 8F20 1B / 2T 10'-6" 2093 -1188 168 -102 L19 8F20 1B / 2T 19'-4" 1037 -623 168 -102 L20 8F16 OB / 2T 5'4" 1999 -2276 672 -360 L21 8F16 OB / 2T 4'-6" 2931 -2707 782 -328 L22 8F16 OB / 2T 4'-6" 2931 -2707 - L23 8F16 1B / 1T 14'-0" -560 -560 112 -145 MINN Scale (11x17): 3/32"=1'-0" I (22x34): 3/16"=1'-0 A O +33.5 36.3 i i xa uc II / I�II�L/// • L4 O ❑. +33.5 -36.3 o I 0 0 o Ti 0 OA + -36.. B L3 _ . t 5'— D' Y6,_8„ - 15'_0„ 2X12 W/ 2' PLY. P.T. (TYP.) 6X6 P.T. POST W/ PBS66 & PBC66-TZ @ CORNERS CAP & ABU66Z POST BASE (TYP.) r 0 0Lj o Ln z �N co m z - � � �, O W „ I'. DESIGN CRITERIA FBC 6th EDITION (2017) CONCRETE NOTES 5' 5' ►{ DESIGN GRAVITY LOADING (IF APPLICABLE) 1. ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318 � RIDGE EDGE ROOF FLOORS RESIDENTIAL OCCUPANCY = GROUP R PER F.B.C. SUPERIMPOSED LIVE LOADS: CONSTRUCTION TYPE = V 2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS WITH SLUMP OF 4 IN 4' 41 ( TOP CHORD 20 P.S.F. 40 P.S.F. RISK CATEGORY = I I t1 IN UNLESS OTHERWISE PERMITTED OR SPECIFIED. 5 BOTTOM CHORD 0 P.S.F.* (10 P.S.F. NON -CONCURRENT) 3. ALL LINTEL BEAMS & DOWNPOURS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF BE 3000 P.S.I. AT 28 DAYS SUPERIMPOSED DEAD LOADS: WITH CELL FILL CONFORMING TO ASTM C-476 WITH SLUMP OF 7 IN. fl IN. UNLESS OTHERWISE NOTED. METAL/SHINGLE 4. BARS SHALL BE FREE OF COATINGS THAT WILL REDUCE CONCRETE BOND PER ACI 318. O 0 O TOP CHORD 7 P.S.F. 10 P.S.F. ASCE 7-10 EXPOSURE = C S. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED,FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND BOTTOM CHORD 10 P.S.F. 10 P.S.F. WIND IMPORTANCE FACTOR = 1.0 SECURED IN' PLACE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"MIN. 3" CLAYTILE INTERNAL PRESSURE COEFFICIENTS=.18 COVER." TOP CHORD 20 P.S.F. ULTIMATE WIND SPEED = 160 MPH 6. ALL PRE -CAST LINTELS MUST MEET OR EXCEED L/360 VERTICAL DEFLECTION. LINTEL 1T-4" & LONGER WITH A o 4, O BOTTOM CHORD 10 P.S.F. NOMINAL WIND SPEED = 124 MPH NOMINAL HEIGHT OF 8" MUST MEET OR EXCEED L/180. w RIDGE' 4 4 n *ATTIC TRUSSES FOR LIMITED STORAGE TO HAVE ADD'L 10 P.S.F. 7. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE REQUIREMENTS OF R606.9 AND TABLE O2 O = R606.9.2. MINIMUM LAP SPLICE SHALL BE #4 = 20", #5 = 25", #6 = 34" AND #7 = 42". 4, 0 , COMPONENTS & CLADDING (P.S.F. BASED ON EFFECTIVE AREA 10 S.F. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 8. CALCIUM' CHLORIDE SHALL NOT BE USED IN ANY FORM. @ ULTIMATE WIND SPEED): SUBJECT TO DAMAGE FROM: 9. ALL REINFORCING STEEL IN SLAB ONLY SHALL BE DEFORMED BARS CONFORMING TO ASTM A615-87 GRADE 40. WALL = ZONE 4 +33.5 -36.3 WEATHERING- NEGLIGIBLE 10. #4 MOMENT TRANSFER BARS TO BE USED WITH FIBERMESH SLAB RECOMMENDED TO PREVENT SLAB CRACKING. OW ZONES +33.5 -44.8 TERMITES -VERY HEAVY 11. CONCRETE CRACKING MAY OCCUR & MAY RESULT IN SLIGHT VERTICAL DISPLACEMENT WITH USE OF FIBERMESH O O O ROOF = ZONE 1 +19.2 -30.3 CONCRETE. Ql 4' Ql ZONE 2 +19.2 -53.2 ROOF MEAN HEIGHT NOT GREATER THAN 15' MASONRY NOTES ,pyV� ZONE 3 ZONE +19.2 -78.7 +49.4 65:0 FULLY ENCLOSED 1. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO ACI 318 OR ACI 530/ASCE 5/TMS 402. Q 5' 3 03 5' OVERHANG = Z 2. CONCRETE MASONRY WALL SHALL BE NORMAL WEIGHT, GRADE N, TYPE 1 OR 11, CONFORMING WITH ASTM C90 4' �2 0 41 O ZONE 3 +49.4 -83.0 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS." GARAGE DOORS = 1607 16070 +28.2 -33.3 +2.-31.5 3. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (fm) SHALL BE 1500 PSI USING TYPE "S" HIGH STRENGTH 1. ALL OPENINGS ARE REQUIRED TO BE PROTECTED WITH IMPACT RESISTANT MATERIAL OR APPROVED SHUTTERS. MORTAR. 11 5' 5'-k PERMANENT COMPLIANCE LABELING IS REQUIRED ON THESE PRODUCTS. 4. THICKNE a OF MORTAR BED SHALL NOT EXCEED 5/8 2. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF 5. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH A LAP SPLICE OF 25 INCHES (MINIMUM). ASTM E 1886, SSTD 121 OR PA TAS 201, TA5 202 AND TA5 203 OR AAMA 506. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY 3. ALL GLASS & GLAZING SHALL MEET LOAD REQUIREMENTS OF SECTION R308, FBC 6th EDITION (2017), RESIDENTIAL. BRACED TO RESIST WIND, BACK FILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. BUILDER NOTES 7. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF BETWEEN 8 AND 11 INCHES. 1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY THE AUTHORITIES 8. WHEN DOWNPOURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN -OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL HAVING JURISDICTION OVER THIS WORK. BY REMOVING ALL MORTAR DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENTS TOGETHER CLOSE THE OPENING AFTER 2. THE CONTRACTOR SHALL VERIFY THAT THE STRUCTURE IS CONSTRUCTED WITHIN THE CONFINES OF THE BUILDING INSPECTION. PARAMETER. 3. THE CONTRACTOR/OWNER-BUILDER SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANICES 9. CONCRETEREINFORCING SHALLCONFORM TO ASTM A-615, GR 60. DETAIL, FABRICATE AND INSTALL T(P ROOF SHEATHING NAILING ZONE SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO CONSTRUCTION. PER REQUIREMENTS OF --- - - 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 10. MASONRY ROUGH OPENINGS SHALL NOT VARY FROM -1/4" TO +1/2". -6,0 N.T.S. 5. INSTALLATION OF ALL MATERIALS AS PER MANUFACTURERS INSTRUCTIONS, BY OTHERS, UNLESS OTHERWISE NOTED. 11. MASONRY WALL MUST BE SUPPORTED BY A MINIMUM 2/3" OF MASONRY WALL WIDTH (5-1/2" FOR 8" MASONRY 6. THE FLOOR PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL WALL). ENGINEERED TRUSS LAYOUT. 12. PROVIDE CORNER BARS AT INTERSECTIONS OF FOOTING THE SAME SIZE AS SPECIFIED REINFORCING WITH MINIMUM 7. THESE DRAWINGS ARE VALID FOR PERMITTING 12 MONTHS AFTER THE DATE OF SIGN AND SEAL OR UNTIL THE LAP OF 25". ',TERMINATE VERTICAL STEEL WITH ACI STANDARD HOOKS (10 FOR #5); TO PROVIDE CONTINUOUS THIS DETAIL IS TO DESCRIBE APPROPRIATE MEASURES TO TAKE WHEN EMBEDDED TRUSS ANCHORS HAVE BEEN MISPLACED: REQUIREMENTS OF THE BUILDING CODE ARE CHANGED. REINFORCING FROM FOOTING TO UPPERMOST BOND BEAM VERTICAL STEEL SHALL HAVE A MINIMUM CLEARANCE OF i" F THE DISTANCE OF THE STRAP BEING OFF IS 1/8" OR LESS, NO CORRECTIVE MEASURES ARE REQUIRED. FROM MASONRY. 2. IF THE DISTANCE OF THE STRAP BEING OFF IS BETWEEN 1/8" TO 1 1/2", A WOOD SHIM OF APPROPRIATE THICKNESS MUST CONSTRUCTION NOTES WOOD NOTES BE INSTALLED BETWEEN THE STRAP AND THE TRUSS WITH AN INCREASE IN NAIL LENGTH TO EQUAL OR EXCEED THE 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. 1. ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP' AND MATERIALS (INCLUDING TRUSSES) SHALL CONFORM WITH THICKNESS OF THE SHIM. 2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW: 3. IF THE DISTANCE OF THE STRAP BEING OFF EXCEEDS 1 1/2", THEN THE STRAP MUST BE REPLACED WITH THE APPROPRIATE OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STARTING CONSTRUCTION. "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION„ THIRD EDITION 1985 FIX AS REQUIRED BY THE UPLIFT LOAD PER THE DETAIL BELOW. 3. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE MINIMUM LOADING REQUIREMENTS OF CHAPTER 3 OF FBC 6th NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" 2001 AND SUPPLEMENTS EDITION (2017), RESIDENTIAL. "U.S. PRODUCT STANDARD PS 1" NATIONAL FOREST PRODUCTS ASSOCIATION 4. ANY WALL OVER 10' HIGH WILL BE BRACED & REMAIN BRACED UNTIL BOND BEAM IS POURED 2. ALL PRESSURE TREATED LUMBER AND PLYWOOD SHALL BE S.Y.P. NO, 2, 19% MAX. M.C., PRESSURE TREATED IN S. EXTERIOR WALLS WITH SEPARATION DISTANCE LESS THAN 5' (REF, TABLE R301.1(1)) SHALL HAVE NOT LESS THAN ACCORDANCE WITH AWPA STANDARDS Cl AND C2 WITH A WATER BORNE PRESERVATIVE IN ACCORDANCE WITH (7) 10d COMMON NAILS TYPICAL ROOF 1-HR FIRE RESISTANCE RATING PER FBC 6th EDITION (2017), RESIDENTIAL, SECTION R302. STANDARD P5. FIELD -CUT MEMBERS SHALL RECEIVE A BRUSH -APPLIED PRESERVATIVE. MEMBER 6. WINDOW EGRESS CLEAR DIMENSIONS 24" HIGH X 20" WIDE (FIRST FLOOR = 5.0 S.F.) (SECOND FLOOR = 5.7 S.F.). 3. ANCHORING AND NAILING NOT INDICATED SHALL COMPLY WITH THE FASTENING SCHEDULE PER TABLE 2304.9.1 FBC (4) 3/6"x2Ya" HEX HEAD MAX. 44" FROM FLOOR. 6th EDITION (2017), BUILDING. TAPCON MASONRY ANCHORS 7. WATERPROOF MEMBRANE PER AAMA 711. WINDOW BUCKS TO BE CAULKED TO BLOCK OPENING + WINDOW INSTALLED 4. BEARING WALLS SHALL BE FRAMED WITH 2X4 S.P.F. NO. 2 LUMBER @ 16" SPACING WITH DOUBLE TOP PLATES. ALL SIMPSON "MTSM 20" OR AND SEALED PER MANUFACTURERS SPECS NAILS, SCREWS AND BOLTS USED IN CONSTRUCTION OF THE LOAD BEARING STRUCTURE SHALL BE COMMON. MITEK "HTWM20" TWIST STRAP SEALANT SHALL COMPLY WITH AAMA714. DEVIATIONS TO THE FASTENERS SPECIFIED ON THE PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO B. INSTALL ALL APPROVED CORROSION -RESISTANT FLASHING AROUND WINDOWS & DOORS TO PREVENT ENTRY OF INSTALLATION. 8" CMU BOND BEAM FILLED SOLID WATER INTO THE WALL CAVITY PER R703.8 "FLASHING." 5. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHALL BE USED AND SHALL BE FASTENED IN ACCORDANCE w f 2500 P.S.I. CONCRETE & (1) #5 BAR 9. GYPSUM BOARD MATERIALS & ACCESSORIES SHALL CONFORM TO ASTM C22, C475, C514, C1002, C1047, C1177, C1178, WITH THE MANUFACTURER'S SPECIFICATIONS. I OR 8" CAST-CRETE (OR EQUIVALENT) C1278, C1396 OR C1658 & SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTIC•N. SECURE 6. PLYWOOD SHEATHING ON ROOF AND EXTERIOR WALLS SHALL BE INSTALLED WITH THE LONG DIMENSION PRECAST LINTEL FILLED SOLID w/2500 NOTE: WITH "GWB54" DRYWALL SCREWS @ 8" O.C. @ EDGES & @ 12" O.C. IN FIELD - STUDS @ 16" OR 24" O.C. ADHESIVES FOR HORIZONTAL AND STAGGERED. P.S.I.. CONCRETE & (1) #5 BAR. MAXIMUM UPLIFT 920 LBS w/(6) 16d NAILS (1) STRAP. THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 7. GABLE END WALLS AND EXTERIOR WOOD FRAMING SHALL BE SHEATHED WITH 1/2" NOMINAL APA SPAN RATED, MAXIMUM UPLIFT 1500 LBS w/(6)16d NAILS (2) STRAPS. 10. GYPSUM CEILING BOARD SHALL BE 1/2" APPROVED CEILING BOARD (SAG RESISTANT) OR 5/8" GYPSUM BOARD FOR EXPOSURE 1' PLYWOOD OR O.S.B. THE SHEATHING SHALL BE ATTACHED TO FRAMING MEMBERS WITH 8d NAILS @ 6" MAXIMUM UPLIFT 1000 LBS w/(7) 10d NAILS (2) STRAPS. MAXIMUM UPLIFT 1260 LBS w(10) 10d NAILS (2) STRAPS. 24" O.C. FRAMING. SPACING UNLESS NOTED OTHERWISE. FOR MAXIMUM UPLIFT 1600 LBS, USE HI 65 SADDLE 11. ALL TUB AND SHOWER AREAS TO HAVE CEMENT, FIBER -CEMENT OR GLASS MATT GYPSUM AS BACKER FOR TILE AND 8. TRUSS FRAMING MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER WHICH WILL PRODUCE DESIGN VALUES EQUAL STRAP w/(6) 0/4' x Z14" HEX -HEAD TAP -CONS. WALL PANELS. 0 TO OR EXCEEDING THE VALUES LISTED FOR SOUTHERN YELLOW PINE NO. 3 19 /o M.C. , 12. STRUCTURE TO MEET FIRE RESISTANCE RATINGS PER SECTION R302, FBC 6th EDITION (2017), RESIDENTIAL, FOR 9. TRUSSES SHALL BE DESIGNED TO MEET THE MINIMUM LOADS AS SPECIFIED UNDER DESIGN CRITERIA. TYPE V CONSTRUCTION. ALL ACCESSIBLE AREAS UNDER STAIRS SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO CEILINGS 10. E.O.R. TO APPROVE TRUSS DESIGN CRITERIA PRIOR TO MANUFACTURING. & WALLS (INCLUDING UNDER STAIR SURFACE). 11. ROOF SHEATHING SHALL CONSIST OF 1/2" NOMINAL APA SPAN RATED, EXPOSURE 1 PLYWOOD OR ORIENTED STRAND 13. LANDINGS SHALL BE PROVIDED AT EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN BOARD NAILED TO SUPPORTS WITH 8d NAILS @ 4" SPACING ALL PERIMETER FROM FASCIA 4' BACK, 4" O.C. @ EDGE & 6" THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36" MEASURED IN THE DIRECTION OF O.C. IN FIELD; 4' BOTH SIDES OF RIDGE, 6" O.C. ALL OTHERS. TRAVEL PER FBC 6th EDITION (2017), RESIDENTIAL. 12. DEAD VALLEYS TO BE FRAMED WITH MAXIMUM 2'-6" WIDTH. 14. STUCCO APPLICATION: ROOFING FRAME: 7/8" CEMENTITIOUS FINISH PER ASTM C926 OVER FELT BACKED METAL LATH (INSTALLED PER ASTM C1063) 1. ROOFING SHINGLES MUST COMPLY WITH THE APPLICABLE PROVISIONS OF ASTM D 3161 CLASS F OR D 7158 CLASS H MISPLACED TRUSS ANCHOR REPAIR ALTERNATE FINISH TO BE APPLIED IN (3) A HOUSE WRAP (APPROVED WATER RESISTANT BARRIER). THICKNCEMENTESS OVER S WITH THICKNESS WITH FINISH LAYER AT 1/8" LAYERS WITH A TOTAL THICKNESS OF FIRST (2) LAYERS AT WITH OR TAS 107 AND UNDERLAYMENT MUST COMPLY WITH ASTM D225 OR D4869 TYPE 1 OR 11 WITH A MINIMUM SLOPE OF TYP_ TRUSS FRAMING CONNECTOR MASONRY DETAIL M3/8"EMBER) THICKNESS. CONTROL JOINTS (PREFABRICATED EXPANSION MEMBER) TO BE INSTALLED ON VERTICAL SURFACES BRIC 2:12. USE DOUBLE UNDERLAYMENT FOR SLOPE 2:12 TO 4:12 PER R905.2.7. FASTEN SHINGLES W/12-GAUGE GALVANIZED (RECEIVING STUCCO) EXCEEDING 144 S.F. THE DISTANCE BETWEEN CONTROL JOINTS TO BE 18' IN EITHER DIRECTION ROOFING NAILS (MIN. 3/8" HEAD) PER ASTM F-1667. NAILS MUST PENETRATE ROOF SHEATHING PER R905.2.5 FBC 6th N.T.S. OR NOT TO EXCEED A LENGTH TO WIDTH RATIO OF 2.5 TO 1.0. EDITION (2017), RESIDENTIAL, WITH A MINIMUM (4) NAILS PER STRIP SHINGLE OR (2) NAILS PER INDIVIDUAL SHINGLE. MASONRY: CEMENTICKNES FINISH PER ASTM C926 APPLIED IN (2) LAYERS. FIRST LAYER AT THICKNESS 2. OPTIONAL CLAY TILE ROOF MUST COMPLY WITH APPLICABLE PROVISIONS OF ASTM C1167. UNDERLAYMENT MUST AS FINISH LAYER AT 1/8" THICKNESS. USE (2) COATS PAINT FINISH WITH FIRST COAT AS A R A COMPLY WITH ASTM D226 TYPE II, ASTM D2626, ASTM D1970 OR ASTM D6380 MINERAL SURFACE ROLL ROOFING. ONE (1) SEALEAND MAINTENANCE A REGULAR AND FINISH COAT. STUCCO REQUIRES MAINTENANCE AND INSPECTION FOR CRACKS LAYER UNDERLAYMENT FOR SLOPE 4:12 OR GREATER PER R905.3 FBC 6th EDITION (2017), RESIDENTIAL. C BASIS. STUCCO WILL CRACK AT STRESS AREAS SUCH AS CORNERS OF WINDOWS AND DOORS. THESE CRACKS SHOULD BE BASIS. STUCCO 3. METAL ROOFING TO BE MINIMUM 26-GAUGE & INSTALLED PER MFG. SPECIFICATIONS TO MEET DESIGN PRESSURES AS SPECIFIED. SEALED AND RE -PAINTED AS REQUIRED. 15. WOOD STRUCTURAL PANEL SIDING & WEATHER RESISTANT SIDING TO BE INSTALLED PER TABLE R703.4 FBC 6th 4. VALLEY FRAMING SHALL BE MINIMUM 24" WIDE OF CORROSION RESISTANT METAL PER TABLE R905.2.8, FBC 6th EDITION (2017), RESIDENTIAL. INSTALL ALL FLASHING PER R905.2.8; FBC 6th EDITION (2017), RESIDENTIAL. EDITION (2017), RESIDENTIAL. 16. HOT WATER TO BATHTUBS, WHIRLPOOL BATHTUBS BIDET VALVES TO BE LIMITED TO 120° F. HVAC 1X8 P.T. BUCK PS" @ S" O.C. ACH 17. WATER HEATER T&P RELIEF VALVE FULL SIZE TO EXTERIOR. WATER HEATER AT FINISH FLOOR LEVEL TO BE IN PAN 1. PASSIVE RETURN AIR FLOW TO BE PROVIDED BETWEEN ALL ROOMS WITH AIR CONDITIONING PER CHAPTER 4, FBC 6th E7 UM 4"I &MINIMUM 4" EACH END STAGGERED WITH DRAIN TO EXTERIOR WITH THERMAL EXPANSION DEVICE. EDITION (2017) MECH-CODE. (MINIMUM 50 SQ. IN.) MAINTAIN A MINIMUM 1" CLEARANCE UNDER DOORS. ALL DOOR RATED FOR DESIGN PRESSURES #5 VERTICAL STEEL IN POURED CELL 18. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3 FROM RECESSED LIGHTING FIXTURES, FAN BEDROOMS WITH A/C SUPPLY IN WALK-IN CLOSET OR BATH WILL HAVE PASSIVE A/C GRILL ABOVE DOOR MIN. 40 SQ. ( AS SPECIFIED ON FLOOR PLAN EACH SIDE OF OPENING MOTORS AND OTHER HEAT PRODUCING DEVICES. IN) EXTERIOR FINISH 19. ATTIC ACCESS PANELS OR STAIR ENCLOSURES MUST HAVE A MINIMUM 15 MINUTE FIRE RATING. 2. NO DRYER VENTS WITHIN 10' OF OUTSIDE A/C UNITS OR T OF OPENINGS TO BUILDINGS. THAN 200 & A SMOKE -DEVELOPED 20. WALL & CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEXOF NOT GREATERo 3. ALL HABITABLE ROOMS ARE TO HAVE GLAZING OF NOT LESS THAN 8 /o OF THE FLOOR AREA WINDOWS DOORS INDEXOF NOT GREATER THAN 450. ALTERNATIVE TEST METHOD TO ABOVE IND IX'S PER FBC SECTION 302.9. o LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTSIDE) OPENABLE AREA OF NOT LESS THAN 4 /o OF THE FLOOR 21. INSULATION MATERIAL INCLUDING FACINGS, SUCH AS VAPOR RETARDERS & VAPOR PERMEABLE MEMBRANES AREA FOR VENTILATION EXCEPTION MECHANICAL VENTILATION AT THE RATE OF 35 AIR CHANGES PER HOUR OR WATERPROOF MEMBRANE PER AAMA 711. WINDOW BUCKS TO BE CAULKED TO BLOCK OPENING + WINDOW INSTALLED AND SEALED PER MANUFACTURERS SPECS SEALANT SHALL COMPLY WITH AAMA 714. MASONRY FENESTRATION FLASHING ENDWALL TRUSS 2x6 P.T. a 2" MINIMUM 0 EDGE DISTANCE FOR ANCHOR BOLT N 5-1/2" MIN 5 1/2" EMBEDMENT FOR ANC SE�••� A N.T.S. '4 8" MAX. FROM END OF GOAL POST 8" TYP. EA. END 1/2" x 8" "J" ANCHOR BOLT W/ 24" 'i,1/\8" x 2" WASHER AND NUT `MAXIMUM SPACING BETWEEN A ANCHOR BOLTS ANCHOR BOLT 2"x8" P.T. GOAL POST CONCRETE FILLED CELL EACH SIDE ION A -A OF GARAGE DOOR OPENING W/ (1) #5 REBAR GARAGE SLAB CONCRETE DRIVE - ---- • p o p GARAGE BUCK DETAILS (MASONRY) N.T.S. PRE -CAST SILL 3/16" f 1/16" SHIM CAULK BETWEEN FLANGE & BUCK #5 VERTICAL STEEL IN POURED EMERIOR CELL EA. SIDE OF WINDOW OPENING 1/2" GYPSUM BOARD MARBLE/WOOD WINDOW SILL - WINDOW RATED FOR INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES & WHOLE HOUSE VENTILATION SYSTEM PROVIDING OUTDOOR AIR AT A RATE OF 15 CFM PER OCCUPANT. DESIGN PRESSURES AS SPECIFIED ON FLOOR PLAN ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT 4. AIR HANDLERS INSTALLED IN ATTIC WILL MEET REQUIREMENTS BELOW: TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. EXCEPTIONS PER FBC 6th EDITION (2017), 4.1 THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET OF AN ATTIC ACCESS. INSTALL DOOR PER RESIDENTIAL, SECTION R302.10. 4.2 A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN ISZ DOOR FRAME W/ 3/16" x 3" TAP -CON MANUFACTURERS SPECIFICATIONS. PRODUCT APPROVAL REQUIRED 22. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6 & A108.11, NOT WORKING PROPERLY. FASTENERS PER MANUFACTURERS FOR DOOR &INSTALLATION A118.1, A118.3, A136.1 & A137.1. 4.3 THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. RECOMMENDATIONS W/ MINIMUM 4.4 A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR 1-1/4" PENETRATION INTO BLOCK FOUNDATION NOTES HANDLER IS LOCATED IN THE ATTIC. 1. FOOTERS AND SLABS ARE TO BE FORMED UPON SOIL WITH A MINIMUM SAFE UNIFORM BEARING CAPACITY OF 2000 5. AIR HANDLERS LOCATED IN THE GARAGE MUST HAVE A MINIMUM OF 26 GAGE SHEET METAL WITH A MINIMUM R4.2 OPTION TO USE 2X8 P.T. W/ P.S.F. (REF. TABLE R401.4, FBC 6th EDITION (2017), RESIDENTIAL). INSULATION WRAP. (2) 1/4" x 3" TAP -CONS FASTENERS @ 24" O.C. OR NOTE: -PRODUCT 2. ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY UNDER ALL FOUNDATIONS. (1) 1/4" x 3" TAP -CONS FASTENERS @ 8" O.C. (STAGGERED) I. APPROVAL REQUIRED FOR EXTERIOR SHEAR WALLS & 8" MAXIMUM EACH END WINDOW AND INSTALLATION TERMITE TREATMENT 1. SHALL BE SECTIONS OF BLOCK WALLS WITH BOND BEAM AND BETWEEN DOWNPOURS WITHOUT ANY OPENING WITHIN (RECESS 1/4" INTO 2X JAMBS) 2. ALL MULLIONS TO BE 1. TWO TERMITE TREATMENTS ARE REQUIRED. THIS SECTION LARGER THAN 2 S.F. DESIGNED FOR PRESSURE @ 1.5X THAT OF THE WINDOW PRESSURE AS (A) PRE-TREATMENT PRIOR TO SLAB POUR. STATED ON FLOOR PLANN (B) TREATMENT AFTER FINAL LANDSCAPING. GABLE END WALLS CHEMICAL BARRIER METHOD SHALL BE COMPLETED IN ACCORDANCE WITH FBC CHAPTERS/ SECTION 104/1503/1816 AND 1. ALL GABLE END WALLS WITH SPAN 24' OR GREATER TO HAVE A BOND BEAM WITH (2) #5 RE -BAR TOP COURSE AND (1) 2303. #5 RE -BAR BOTTOM COURSE. WALL TO ALSO HAVE HORIZONTAL JOINT REPLACEMENT @ 16" O.C. POST INSPECTION CERTIFICATE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF GARAGES & CARPORTS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1. GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD 2. BORATE ALTERNATIVE WOOD TREATMENT IN LIEU OF SUBTERRANEAN SOIL TREATMENT PER SECTION R318 FBC 6th APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE �/ EDITION (2017), RESIDENTIAL. ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. GARAGE FLOOR SURFACES SHALL BE DB DOOR BUCK DETAIL (MASONRY) OF APPROVED NON-COMBUSTIBLE MATERIAL. $-3 N.T.S. LOT DRAINAGE 2. ALL DOORS FROM GARAGE TO LIVING AREA TO BE SELF -CLOSING. 1. LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE AWAY FROM 3. NO OPENING SHALL BE PERMITTED BETWEEN THE GARAGE AND A SLEEPING AREA. OTHER OPENINGS SHALL BE FOUNDATION WALLS SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'- 5% GRADE. EQUIPPED WITH SOLID CORE DOOR 1-3/8" MIN. THICKNESS (20 MIN. FIRE -RATED). ANY DUCT WORK IN THE GARAGE OR 2. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS TO BE RAISED A MINIMUM 3" ABOVE GRADE. PENETRATING THE WALLS OR CEILING',SEPARATING GARAGE FROM THE MAIN HOUSE SHALL BE MIN. 26-GAUGE SHEET STEEL AND HAVE NO OPENING IN THE GARAGE. 4. GARAGE DOORS MUST HAVE PERMANENT COMPLIANCE LABELING AFFIXED TO DOOR. WINDOW E INTERIOR L SECURE lx4 P.T. WINDOW BUCK W/ RAMSET 1512 NAILS OR HILTI "DNI37 P8" / @ 8" O.C. & MINIMUM 4" EACH END (STAGGERED) L WINDOW ATTACH PER PRODUCT APPROVAL W/ 3/16" TAP -CONS (U.O.N.) THRU WINDOW & BUCK W/ MINIMUM 1-1/4" EMBEDMENT INTO BLOCK OPTIONAL USE OF 2X BUCK 1X6 P.T. FURRING OVER TYVEK / L SECURE 2x4 P.T. WINDOW BUCK W/ 1/4" X 2-3/4" CONCRETE SCREWS RECESSED 1/4" INTO2x BUCK @ 16" O.C. & MINIMUM 4" EACH END (STAGGERED) WINDOWS PER PRODUCT APPROVAL W/ WOOD SCREWS THRU WINDOW & BUCK N.T.S. r O _J W Z o N r) Q Z LO - rn z � It u o WLilZ QwNi°0 Li Q Z Z �N�=. � In _ (Du) o,r O �_ � g S WZ LW w `"� ~ � �w � IYWr JTC z Q Q U U w z m w Z =) z w O O W n :d Ld w � Q Z w O Q O w 0 W O z Ln Q 61 J M UJ VO W_ LJL ® � W J a u ® U) o O L W (D U f1 W < ENGINEERING SEAL: THIS STRUCTURE HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF THE 6th EDITION OF THE FLORIDA BUILDING CODE (2017), RESIDENTIAL AND ASCE 7-10 FOR STRUCTURAL ELEMENTS ONLY. l o k 3� JANET B. DUNLAP, P.E. 8530 U.S. HIGHWAY 1, SUITE 9 MICCO FL 32976 PROFESSIONAL ENGINEIER # 62809 I-Hz� o N L11 ~ r+ m 0 0 WOdW z nu tCp uFm� .I- > M W Z�Z J w12O<p'. W W �29~ WLLcJxw� U maWZw Q D m Z LL w w ^ ix 0 r1wC 0 LL. L � G S N N F W 0J O w r � FF W r-, W 0 d m w Q 0 Z O aaaaa SHEET 0 FILE COPY TRUSS CONNECTOR SCHEDULE TRUSS .JOINT UPLIFT CONNECTION SIMPSON QTY. ONNECTOR CAPACITY FASTENERS TYPE LOCATION (LBS.) U.O.N. (LBS.) PER CONNECTOR BLOCK 1-PLY 1800 HETA-20 1 1-PLY 1810 (9) 10d x 1-1/2 EA. O 2-PLY 1800 2-PLY 1810 8 16d O BLOCK 1-PLY 2000 HETA-20 2 1-PLY 2035 2500 (10) 10d x 1-1/2 EA. (12) 16d 2-PLY 2500 2-PLY 3O BLOCK 3900 MAX. MGT 1 PR. 3965 (1) O x 6" A. BOLTS O FRAME 400 MAX. H2.5 1 415 10-8d O FRAME 1000 MAX. MTS-12 1 1000 14-10d x 1-/12 6O FRAME 1815 MAX. MTS-12 2 2000 14-10d x 1-1/2 EA. O FRAME 2480 MAX. 2695 MAX. SEE DETAIL "M" FOR GIRDER TO WALL SEE DETAIL "B" FOR GIRDER TO HEADER 4200 MAX. SEE DETAIL "M1" FOR GIRDER TO WALL "Bl' © FRAME® 4455 MAX. SEE DETAIL FOR GIRDER TO HEADER "M2" ® 8000 MAX. SEE DETAIL FOR GIRDER TO WALL 5090 MAX. SEE DETAIL "BY' FOR GIRDER TO HEADER O TRUSS 935 MAX. LUS-26 1 935 8-10d SO TRUSS 1550 MAX. HUS-26 1 1550 20-16d 11 GABLE 120/L.F. ETA 22 OR @ 24" ox. ENTIRE GABLE HETA-20 ® 2-PLY 5000 FGTR 1 (2) 1/2" X 5" TITEN HD 12 BLOCK® 2_PLY 9400 FGTR 2 (4) 1/2" X 5" TTTEN HD ® 2-PLY 7100 VGT 2 7185 (2) 5/8"x8" A. BOLT 13 BLOCK® 3-PLY 8800 VGT 2 8890 (2) 5IWxB" A. BOLT 14 CONCRETE 120#/L.F. HILTI"X-DNIMX" @ 12" O.C. BEAM 15 CONCRETE COLUMN 2700 HETA-20 1 2700 2 STRAPS EA. BEAM W/ 12-SOd EA. STRAP ALL TRUSS THIS WALL (LONGITUDINAL 24" MAX. SPACING) INDIVIDUAL GIRDER/TRUSS * EQUIVALENT USP = HTA20-18 EQUIVALENT USP = MTWR TRUSS LEGEND 1X4 MIN. HEM -FIR OR S.Y.P. GRADE LATERAL BRACING INSTALLED ON TOP OF BOTTOM CHORD * @ 10'-0" (MAX) INTERVALS W/ (2) 8d NAILS EACH TRUSS j 1X4 MIN. HEM -FIR OR S.Y.P. GRADE DIAGONAL BRACING INSTALLED ON TOP OF � BOTTOM CHORD <45 TYP. @ 20'-0" (MAX) INTERVALS W/ (2) 8d NAILS EACH TRUSS * 2X4 S.Y.P. CROSS BRACING W/ INTERNAILS @ EACH INTERS ECTION AND ENDS DGYPSUM IAPHRAGMLING TRUSS NOTES: 1. USE SIMPSON HETA-20 TRUSS TO MASONRY U.N.O. 2. USE SIMPSON MTS-16 ALL TRUSS TO FRAME OR BEAM U.N.O. 3. ALL TRUSS TO TRUSS CONNECTIONS AND ADDITIONAL PERMANENT BRACING PER TRU ENGINEERING PACKAGE. 4. INSTALLATION OF TRUSSES & BOTH TEMP RARY AND PERMANENT BRACING PER HIB-91. 5. PROVIDE CONTINUOUS 1 X 4 MIN. LATERA BRACE SPACED @ MAX. 10', NAILED WITH 8d COMMO NAILS TO THE UPPER SIDE OF THE BOTTOM CHORD. RESTRAIN AT EACH END @ 20'INTERVALS. 6. PROVIDE 2X4 CROSS BRACING AT GABLE ENDS SPACED @ 4' O.C. MAX. FOR FIRST, FOUR (4) ROWS OF TRUSSES. USE (2) 16d NAILS AT EACH INTERSECTION/ CONNECTION. ALUMINUM DRIP EDGE TRUSSES @ 24" O.C. 2X FASCIA BOARD W/ (2) 16d NAILS EACH TRUSS .026 ALUM. SOFFIT OR .044 VINYL SOFFIT 24" M BLOCK WALL INSTALLED PER MFG. SPECIFICATIONS ADD INTERMEDIATE 2X4 SUPPORT FOR SOFFIT OVER 16" TO 24" MAX. (USE 2X4 VERTICAL OR HORIZ. SUPPORTS @ 24" O.C.) 2" X 4" P.T. W/1/4" X 3" TAP -CONS @ 16" O.C. STAGGERED TrP SOFFIT - VINYL/ALUM. MASONRY SCALE: N.T.S. S-2 ROOF SHEATHING PER TYPICAL WALL SECTION 2X4 L-SHAPED STIFFENER (STRONGBACK) IF, TRUSS IS TALLER THAN .6'-0" 2X4 Y.P. BLOCKING @ TOP CHORD—/\\ GABLE END TRUSS 2X4 NO 2 SYP X-BRACING @ RIDGE & VERTICAL MEMBERS OF TRUSS SPACED @ 2X4'T' BRACE 48" O.C. UNTIL VERTICAL HEIGHT OF GABLE IS LESS THAN 48". RUN BACK 8' FROM GABLE @ RIDGE. ATTACH TO GABLE AND 1/2 PLYWOOD TRUSS VERTICALS W/(2) 16d (IN ADDN. TO REQ'D BY TRUSS MFG.) NAIL PER SCHEDULE ANY BRACING 2X4 Y.P. BLOCKING @ BOTTOM CHORD—,. �\ 1/2" GYPSUM CEILING—/ 2X8 P•T. PLATE W/ 1/2" X 8" A.BOLTS @ 32" O.C. 16" TIE BEAM & LINTEL GABLE END FRAME WALL MASONRY HEADER r - N.T.S. 5 a ,. } n 0 0 J Ll► of N Q z �! F ry o m z �0 0 10' 0" �y✓) N N N N N 30' 4" N N N N N N N N N N N wa a o y✓� i` VERIFY zCJ1 ZCJ3 ZCJ5 VERIFY 1 zCJ1 CLG FRAMED by 9'-4" FLAT CEILING 10'-0" FLAT CEILING 5/12 SLOPED CLG BLDR ZCJ3T ZCJ5T 5 1 /16" r a° 11' 2" 1' 4" TYPICAL OVERHANG /PITCH 1 1 DETAIL — l -4" 1 1 /16" 13B , 41'-4 j__V J.5al W 3/1 QL 1 1 1'-4" COFFER CEILING DETAIL 13' 0" s5' 4" 1 l 1 SCREEN OOF BY OTHERS ~ CENTER A01 ON THE RIDGE OF D02 T I I N N d0 0 m `� 771 O TIO AL 2 d 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" ATTTC ARE, OE D SP CE n n m m m C C v v N m m m m m o 0 0 0 o a o 0 o S CEo 0 o r o o ¢ ¢ Q Q Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ o o V MV V4 MV4 7' 0" �r 6 TIC 7.8 D U 2' 2' 0" 2' 0" 2' 0" MV10 MV10 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" MV12 N fV V14 MV14 MV16 D01G .... _. D02 v c o N N � ��,, o C08G C07 N N 1 C06 iN o 112 c051 N o C04 C031 No 1 cos) N I w N w o o , C031 iv o 1 C031 iv o 1 co I N o I C� 1 U N 1 =)t 1i8 VERIF U N N CO2I = 0 ( No coil N CO21 N o ODD SPACE ZCJ1 ZCJ3 ZCJ5 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 h 'v ZEJ7 ZEJ7 ZEJ7 ZCJ1 ZCJ3T ZCJ5T ZEJ7T M 4 N pp�� II V' 2' 0" V28 V24 V20 V16 a 2' 0" ¢ 2' 0" o ¢ 2' 0" V12 ZEJ7T ZEJ7T ZEJ7T ZEJ7T ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZCJ5 ZCJ3 ZCJ 1 a c O V8 ¢ Q V n Q n Q Q 7' 0" 2' 0" 2' 0" Z 0" 2 OUN 2' 0" ZEJ7 ZEJ7 ZZ KTT ZCJ5 ZCJ3 ZCJ1 - ry✓j v co o U �. O _ N N N Indicates Left End Of Truss •l DO3 1 IF N o 1 IN 16' 4" 16' 3" D03 N o Sheets DoaGE 16 1" On Layout & Engineering x ix 38' 7„ 88' 8" NOTE: THE ATTIC AREA HAS BEEN DESIGNED TO SUPPORT AHU'S SUPPORTED EITHER ON THE BOTTOM CHORD OR SUSPENDED FROM THE TOP CHORD ANYWHERE WITHIN THE ATTIC ROOM NOTE: * AT GABLE END TRUSS USE SIMPSON HETA 20 EMBED STRAPS @ 24" O.C. AT EA. VERTICAL TRUSS MEMBER. ALSO SEE "GABLE END FRAME" FOR GABLE TRUSS BRACING. Scale (l1x17): 3/32"=V-0" I (22x34): 3/16"=V-0" Z Ld � 't U LLI W Z . Q W v 0C Q Q Z (D J Z LJ Z N 0 �. Q �mr 0 LdZ Ld w 3 � w � Lil 0 • zo�z Q z V) 6 L �gzw O d a rimm Lj w � Q Q O Of U *TRUSSES AND TRUSS CONNECTIONS ENGINEERED BY OTHERS* EAST COAST TRUSS 5285 ST. LUCIE BLVD., FT PIERCE, FL 34946 OFFICE: ( 772 ) 466-2480 JOB #338801 e e e LL N m d" z U -�, M LU cii Ll 0 w ® Ln w CD 0 (D a Uj '> FILE COPY KE --- — ------ - > -e 131-01, 01 - - - 7 - - - - - - - - - - - - - --- ____- - 2040 2040 tA INOI Q -ion ----- ---- to -1 U) Master // I I I 10 I Bedroom #11 Master Bat 0 0 Li Al CD 3M 0 r- Screen enclosure is IA+U CO Living arent ace Icy SQ. FOOTAGE 2880 A/C 3501 SF _17 W-T Garage 779 SF FP 144 SF BP 140 SF (At b Y1 f1c Den 14'-0" 151-01, 641 1/2" 101-01, 0 IF — — — — — — — — I meter W40 3NO 3060 T-4.1 - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - I if 3040 7 ----------- CID EP Y 4 ----- 71 - - - - - - - 41A I I I T I- Arch I A/H In Affic 1-0 R EO Atk PC IaA —341-011— r Attic Stair L - - - - 12'-6" - Laund 4 L 21'-10 0" Family Room aster Bedroom #2 A=w Laftr 4W IOVOY. CO 4,1 I- - ...L -I I 7 GARAGE T 21'-10" x 33'-0" Bath #1 CO) law CO A Kitchen Arch Bed Room #1 46i 1 1 2 29 1030 00 12'-6-1 — 6, poy--7 7 Bed Room #2 fI Q20 3050 10 3 1280 =L/ ------------------------------------ 9 --- -1 V 151-01, <20 T-W 3 TT 8V­2 ., 16'-4" 16'4' 6140 I W) it 13'-8" 13'-4" L — — — — — — — — — — — — — — — — — — — — — — I---------------------- - - QE 351-0" 1 38WO L 11" Floor Man 11/4" Revised Date •0 cc Project Sheet FILE Copy