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HomeMy WebLinkAboutBuilding PlansSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 ® STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF _`_,ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE JEEN GENERATED FOR UNCLEAR ASPECTS OF THE ",nNCmurrrTTnN ReGF.n ON THE DRAWING SET. 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: -FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH -EXPOSURE — C -1—STORY RESIDENCE - -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CAW. IS LIVING GARAGE ENTRY LANAI Ica* SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16477b CU. FT. ABBREVIATIONS ABV. ABOVE LAV, LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C, MEDICINE CABINET ALT. :ALTERNATE MFR. MANIIFACTURF.R ;AMP. AMPERAGE MIN. MINIMUM BD BOARD M.T. METALTHRESHOII) CT. CENTER LLNE MTD. MOUNTED CAB. CABINET MTL METAL CLG. CEILING N.T.S. NOT TO SCALE CI-R. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C, 1. CERAMIC TILE PH. PHONE D. DRYER PIT. PLATE DBL., DOUBLE PLYWD. PLYWOOD D.G. DUAL. GL.A7.ED PR. , PAIR DIA. DIAMETER P.T. PRESSURETREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRB-I- DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTI.. DETAIL R.O. ROUGH OPF,NW(i D.W. DISHWASHER S.C. SOLID CORE Fx-I DR EA. EACH S.D. SMOKE. DETECTOR ELFV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXIT. EXHAUST SHTHG. SHEATHING EX 1. EXTERIOR SHWR. SHOWER E.C./FX. FIXED GLASS SIM. SIMILAR F.G FUEL GAS SL. SLIDING FIN. FLNISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR, FLUORESCENT SINS SHEAR WAIL FR. DR. FRENCH r)OOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C, TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.V. TOP OF PLATF. INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD UJ.N.O. UNLESS NOTED H.B. HOSE. BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR, HEADER W. WASHER HGT, OR HT HEIGHT W/ WITH INSUI_ INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS DATE DESCRIPTION 01/26/18 CD'S ISSUED 01/15/18 2011 FBC UPDATE - 01A6A8 CD'S RE -ISSUED 02/21A8 SIDING ELEVATIONS ADDED 03126AB CD'S RE -ISSUED 04/10/10 FOOTING REVISION PER M. BOILS 06121AS CO'S RE -ISSUED _ 02/19/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03.128/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/14AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) 04/24/19 REVISED HVAC VOLUMES ON SQFT CALL SCHEDULE (MELB.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORU - 06/21/19 ADDED LED LIGHTS B KITCHEN t BATH PER MARK 150WE5 01ASA9 ADDED STONE OPTION ELEVATION C t D (TAMPA) 09AIA9 ELEVATION 'G' SIDING -ADDED LOUVER s GABLE ROOF 10/25/19 ADDED OPT. V-0' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH 51MP50N CONNECTORS 04/01R0 REVISE ENKAVENT RADON PLAN DIMENSIONS ID4/09/10 OPT. 8'-0' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/09/20 OPT. 6-0' CLG. HGT. ELEVATION 'C'- REvISED HEIGHT OF ARCHWAY 05/06/10 ADDED ELEVATIONS 'L' t 'M' (ORL) 0l/15/20 ADDED ELEVATIONS 'MG'-'MH'-'M5' (OR_) 01/01/21 2020 FEC UPDATE m Reviewed for Code l om fiance Universal Engmeem [ND EX OF DRAWINGS ARCH IT11,'CTURAL SHEET # DESCRIPTION PC Cl COVER SHEET PC CI - GENERAL NOTES PC Al FLOOR PLAN I I C A2D----E[,EVATION "D„ PC [,1 ELECTRICAL PLAN PC P1 PLUMBING PLAN PC M1 - MECHANICAL PLAN PC DI--DETAILJS PC 1)2---DETATLS PC WA1 --WAI_ILI ASSEMBLY DETAILS PC WA2- WALJL ASSEMBLY DETAILS PC WA3-WALL, ASSEMBLY DETAILS PC WA4-WALL ASSEMBLY DETAILS PG WA5--NOT USED PG WA04-WALTZ ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG St -FOUNDATION PLAN I ' C S1.1A-DETAILS PC S1 .2-- DOWEL PLAN PC S1.2A-DETAILS PG S2--LIFT BEAM PLAN AND NOTES I'G S2.1A-DETAILS PC S2.2A-SAFE LOAD TABLE PG S3-FRAMING PLAN PG S3.1A--DETAILS PC S3.1B-DETAILS PG S3.1 C--DETAILS I)G SN1-DETAILS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngro u p. com AA #: 0003325 1111 0 x SLTHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #86 04321.200 086R1 40DEL: 4EBB "1828-CALI" RIGHT PAGE: COVER SHEET 160 MPH EXP. CJ ARCHITECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 r PRINT DATE: 03 18 21 t SCALE:1/4"=V—O" SHEET CI;y TIMBER GENERAL NOTES SITE WORK REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALI WOODS AND WOOD CONSTRUCTION SHAI L COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 1. (FBCR) ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL( 1 HEREIN: 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERIUAN INSTITI ITF OF TIMBER CONSTRUCTION (STANDARDS MANUAL) FBCR 7TH EDITION (2020) UNO. 2. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL I !B. NATIC441 Fr RFS I PRODUCTS ASSOCIATION: I NAFIONAI L)F'�ICN SPECIFICATIONS (LADS) FOR WOOD CONSTRUCTION WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL DRAWINGS SHALL OVERRIDE CONFIL C. SOU I HE RN PILAF INSPFC NON BUREAU: ,2. BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. I I SI ANDARI) GRADING RULES FOR SOUTHERN PINE LUMBER STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE b. TRUS�;P[AII IN' ' NUTE. �_2014) THE INSTALLATION OF DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRE D DEPTHS, IF DIFFERENT CONTACT THE I NA11ONAI D[�4iN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (Tp 1 ARCHITECT. E. APA I HE Ell GI NL L [)ED WOOD ASSOCIATION 1 DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANI/2THE HORIZONTAL I ENGINEERED WOOD CONSTRUCTION GUIDE AMERICAN WOOL) PRESERVERS ASSOCIATION STANDARDS PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. �F. DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION 2. ALL LUMBER E I XPOSED 10 VV1 Al HLR. OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 4. THE CONTRACTOR SHALL IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS OF THE ARCHITECT THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El THE 3. MINIMUM NAILING PER CHAI'[LR r \NA1 L CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NO I CHING OR CUTTIN(, 01 1 PANI1I',JG NIL MBLRS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, FABRICATION OF THE WORK. 5. PROCEDURES, TECHNIQUES, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PRO 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. WAIL SHEATHING SHALL BI PER 5 fRUC I URAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 0 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6, MINIMUM DIMENSION Of Al' ) PL (AA/001 I SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING PLUMBING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANI I ARY LINES SHALI BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 9 REQUIREMENTS. 2. WATT SUPPLY LINES SHAI I BE CPV(; OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 3. CONDENSATION LINES SHALL BE MINIMUM '/4" PVC (SCHEDULE 40), INSULATED WITHI/2" AMAFLEX. CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED ALL APPLICABLE STATE, CITY AND 4. SHOWER HEADS SHALL HAVE A FIL oW (:r)NTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. (,PAnr 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING 5. ALI f :I EANOUTS SHALL RF F1 I JSH \NITH COUNTY BUILDING AND ZONING CODES. 6, NO \, FNT STACKS SHAI I PA'�m THP()I 11 111 POOF CRICKETS VALLEYS, OR RIDGES. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 7. S17F AND LOCATION OF (.I(.l F/ftll I I ; ; � J IAI I � J)NFORMLTO FBCR SECTION P3005.2. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED ,S)HOP 8. FIXTURE SUPPLY SIZES SHAI I COUFURNI TO FBCR SECTION P2903. 9. THE III UMBER IS TO DIVERT Al L VENTS TO REAR ELEVATION WHEN POSSIBLE. 1 GARAGE DOOR DRAWING..:.10. DRILLING & NOTCHING OF W(f)[) FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2, A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTIGIDF11;, B. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTFCTION EXTERIOR WALL COVERINGS -WALL OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1, ALL FKT-ERIOIR COVEPIN(;,'; AND sC)FFITS SHALL BE CAPABLE ANDGI ADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED 13Y FBCR 2. AS PER SECTION R302,5. 1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS i PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT TABLF R301 2(8), MANUFACTURED :.',OFFII HALL BE TESTED AT 1,5 TIMES THE DESIGN PRESSURE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES 1-3/8 INCHES THICK, OR 20-MINUTE FIRE RATED DOORS, THE IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES AGRICULTURE AND CONSUMER SERVICES." 1 . WHEN PLASTERING WITH CEMENT P[ A�"TFR SHALL NOT ET LESS THAN THREE COATS, Ya" THICK, OVER FRAM D WALLS I I 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE APPI IFD OVER PAPER BACKED ME TAIL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIE NOT LESS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID THAN 2 COAT8.1/2" THICK WHERE APrL IED (.1VER MASONRY OR CONCRETE. WITH ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE 2. STUCCO OR P I QRTLAND CEMENT P1 ASTER "HAt I BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE i GARAGE. ASTM-C926-18 b ASTM-C106I-19n&ASTM-CI787 1 1 3. LATH& ACCFSORIES PFR A",TM-C-106,3-19a & R7037 1, ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NO LIMITED TO: 4. AS PER SECTION R302.6 & TABLE R302,6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ALL STUCCO CONTROLJOINTS KICK -OUT DETAILS LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, PIPE : PENETRATION DETAILS VENT PENETRATION DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS PROTECTED BY NOT LESS THAN IIANCH GYPSUM BOARD OR EQUIVALENT. CASING BEAD DETAIL DRIP EDGE DETAILS CANTILEVER DRIP FDGF I)FIAII'; CORNER BEAD DETAILS WINDOW CASING OFTAII STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING; DF TAIIS 4. SHAI I BE INSTALLED PER ASTM-C 1063 - 19a AND R703.7 FIRE RESISTANT CONSTRUCTION UNDER STAIR! PROTFCT1()N 1. ENCI()SEDACCESSIBI.f :WACF HNDFR STAIRS SHALL. HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCIO:SED SIDE *1111 1/1" GYP",LIM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTFRIOR CEILING TO BE '117' GOI D POND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING M171\113FIRS, THE 112" Gol D POND RRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEM ERSWITH I 1/4"TYPE "W"DRYWAL.1 ')'CPFVV')/\T 1,`0C (PER MANUFACTURER'S SPECIFICATIONS), CONSTRUCTION OOSERVATIO DESIGN GROUP-S CONSTRUCT ION OBSERVATION 'ERVICES 11 CON.`)] RUCI ION ADMINISTRATION SERVICES ARE NOT A PART OF AB SERVICES I OR THIS, PROJECT. IT IS UNDFR3TOOD AND AGREED 11 IA I AIR t)ESI(',N GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE 131-111 DER'S / CONTRACT _0R'5 PERFORMANCE OR ANY 01 HER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL ! BE PROVIDED BY THE BUILDER. THE BUILDFIR A'LIMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONS] RUCTION OBSERVATION i Rev eweq for Code Comance Universal 4ngineen . ng Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY AJ A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 wwwabdesigingroup-coM AA #: 0003325 Nun L i. 1, �d m =T: t r(CREEKSIDE PHASE 2 LOT #86 [PROJECT# 04321.200/086RI MODEL 4EBB "1828-CALI" GARAGE SWIENG: RIGHT PAGE: GENERAL I NOTES 160 MPH EXP. ARCHITECT STATE OF FLORIDA 7 MAR 2 2-, M-1 M001AF31-, ANDERSON AI'-`NO17305 Ll.rcs_rl IL DA'77E: 03/18/21 I SCALE: 1/4 P1=11_011 I 1�, SHEET GN =4 r b` r, �n ..r , FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE ACCORDANCE WITH SECTION FRIC R302.9.1 THROU644 FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION FSC R302.10.1 THROUGH FE#C R302JOB 12' -411 tt 101 _ 4'1 0 J 13S -8" 0'-011 ICI 4 - - - - - - - --o 2 IyI-011 121_ j COVERED j LANAI 81-81 CLG. 1 1 (2) 3052-SH 5❑ (2) 052-SH I .An= El 6068 s1sD. 3❑ EGRESS . C] m LIVING ROOM DINING e 8 �' aR-e�Oc BEDROOM #1 a, 8'-8' CLG. B 2X8 rn 6 AI DUI , "' 61 1111 ` 1 -511 41e4, 61 611 fKll'-Qv-I0" v �, V. e `t 0 1R-ISH — WC. Q ------ ------- BATH#1 b36 NI W.I.C. 8'.8' CLG Q � 1 �I 8'-8' CLG. ry v I e V. c0--- -- -- ' I C I V 36 x6® n m I SHWR PAN IOP?1i • DWI ul/ EENCL.' r i311 �1ii 2SINK . 4 L IR-ISH sb36 -- A KITCHEN r ❑ 2-g _ AI 8'-B' CLG LAUNDRY GLG i l _ II I I 1R-ISH " ��III 0 ` PAN. RANGE b36 S' dl 6 21 4" 6' 0 5 S -_-- "' '-8' CLG. v — —0 O Vi Al ry,� o __yl I BEDROOM #4 J ,n 77 DEN C. co 8'-811 CLG C = N ' 11 ry,v 1II�O1C c0 1C.11v. > vIII0Nv 8^ NcD �N(V -J V1 3_44- r!i v 0Lu ❑ BEDROOM #3 m �e "` I la �a� All MT. B ti 3'-4" V6'-S" 3'-511 OWH. N1�49 v F 22'x54' -1 I ATTIC I EXTERIOR MASONRY WALL 5RG. HEIGHTS 8'-8' 5RG c il'-4" SRC: SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI Ill SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 $a FT. A/C VOLUME 6411.6 CU. FT. # , Reviewed for Code Compliance Universal Engineering ': 1 r .�iC;iE` Ibf ' Ey 12.F '?`.: � `x4s'�# i.}R1 .ire: !<!;•+n' �� .. -.,1 '.. FIGURE R301,2l t'0MP0NfKNT AND CLADDING PRESSURE ZONES, COW01 W AND CLADDW Will LOADS BASIC wW EXPOSURE FOR 3 SEC= GIIBTS OPB'NGS AND TYPE SOUARE FOOTAGE ZONE 180 WH WW MIU RENM MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-3s CRITERIA 8010 O.H.D. 56 5 2S.1/-313 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 10.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CORM DATES OIW21 NOTE; SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL ■ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E. `r I �> l t AND, NOA SUBMITTALS. .Y SUBDIV. 8a LOT: ' CREEKSIDE FLOOR I'L�1N Q IL PHASE 2 LOT #86 SCALE: 1/4' = P-0' p 1PROJECT NOTE -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID 0ODEL200 086R1 DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. W -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL IL 0 DIM. VARIES 4EBB BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 � MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT r " 1828-CALI _..- GARAGE SWING LESS THAN 1 3/5" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE. DO NOT SHUTTER DR- FRONT DOOR TO BE EGRESS PONT WHEN TRHE ONT HOMES SHUTTERED. ENTRY U RIGHT - REFER TO BUCKING DETAILS FOR BUCKING AND I RO NOTES. ' PAGE. L ACCESS J FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. �f FLOOR LAV. S 11Y -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED PLAN co a1 > u AI I I n BOLLARD SPACE. N +_ BATH #Z `c4 I I� cp AS REQ. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE ARCH D T L. 8'-8' CLG I I PER BLDG. PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR B SCALE: I/2 I'-0" — CODE CLOSEST ALLOWABLE SOFTWARE TOLERANCES. 160 MPH EXP. C GARAGE c0 -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. + a. �rx.� ry, —� 8'-8'CLG U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE ARCHITI=CT 'VIVO all `r V. 0 MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS STATE OF FLORIDA FOYER BEDROOM #2 al CLG. Q 3068 W/ 8l CL 0 G 'V� ro I sS 36'X12" NF4L L. TRANS. F-, 5 1/2"I 51i 5 1/2 ENTRY 0(2) 3052-SH l oc V m -- EGRESS C TOP PLATE 0 MICHAEL C. ANDERqON AR 1017306 __ _;;ems. n � C I ---- PRI1eT'I' 03 18 21 0 _ DATE: A BAR DETAIL SCALE:1/4"-1'—O" I0 -2" 3' 1® 2' '8" IFS'-0" 2'-8 SCALE: 1/2' =1'-O' 4 -0 4 -4 21'-4' SHEET Al 39'-8" OPENING 2 OVrz%4AWG WFIARATIdN U-VALUE_ BNPsC 25 29 0'-4'. M 35 'I'-®' O.-9' 3 1 ®' Il 35 d b : 9'-0' _ I'-4' _ 83 35 35 _29 32 29 29 P.O. l 0'-9' _W-9' 35 2S . 5 EQUAL TO "CONTROL JOINT CTYP.) c0 Z SHNGLE ROOF U A FYF'ON 2D 5KT11X1-1 OR EQUIVALENT EQ. EQ- 5 EQU L TO'CONTROL JOINT 0+/-19'-0" BLDG. HGT. \\� EC. EQ. WA I 1 1 7B WA WAl .� 8'_8" 13RG. HCsT. WAI A —_ U —O, 1WX62' FYPON DECORATIVE 46 SHUTTERS OR A EQUIVALENT TYP.I 4' RAISED BAND (TYR) ' r 0'-011 FIN. FLR.,j, �UIIII II�� I�i FRONT ELEVATION SCALE: 114 = P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103A OFF RIDGE VENT 8'-8° BRCS. HC�T� 1'-0 0'-0" FIN. FL 6 I 45 Reviewed f�rCode Complia ce Universal En meering 8aence 2+' 8" BRCS. I-4GzT 4B A3 --------- I--q0I-0' FIN-_FLR= SEAR ELEVATION SCALE: 1/4 P—O' TEXTURED FINISH 12 �1111E3� 6 y__:—" 08 eBRC:. VICsT. 4BA v TYP..: ----------------------��-- - - RI HT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH oil FYPON LV12X24 OR EQUIVALENT &'-8" iBRCs. I-1Cs' - OPT. COACH, LIGHT S'-S" 5RG. I-4GT 0'-0, FIN, PLR. OFF RIDGE VENT OFF RIDGE VENT 12 6 11E A 1-0 II 46 v A TYP. 0'-0' FIN. - — - — - — - — - — - — - — - — - — - — - — - - — - N LEFF ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH 4B A TYP. 0'-0 FIN. FLR._ rJFF RIDGE 12 \oY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 I PH: 321-802-3591 www.abdesigngroup.com k AA #: 0003325 0 3 DECO. DTL. SME DIV i LOT: A SCALE: 1/2 = r-0' CREEKSIDE "'N.I.�. PHASE 2 LOT #86 _1` PROJECT# 04MJ1 U0 086R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ; a ELEVYjITION "D'° MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. 1 NET FREE VENTILATION AREA - REQUIRED 1/ 300 1a T x + a RFOIIRED VENTILATION AREA = 2450/300�A_. ` = SQ. FL s.v = 1176 v6 SQ. IN. ARCHIITECT STATE OF FLORIDA MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC - 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE. VENTILATION AREA _ 138 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED = 3.41 TOTAL it OF VENTS PROVIDED = 4 MAR 2 ZQ2� - -- MICHAEL C. ANDERSON SOFFIT VENTILATION AREA 7 SQ. IN- PER LINEAR FT (net free AR NO 17305 area) LINEAR FEET OF SOFFIT REQUIRI -- - - - 67.20 PRINT 03/18/21 DATE: SCALE: 1/4"=1'-0'$ SHEET A2 " ELECTRICAL LEGEND SY/M-B�OL DEFINITION NOTES -(---) 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1R OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EOUIPED "xNO INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OF'ER. $P4 SWITCH 4-WAY OPEIR. f-%1 WALL MOUNTED I� LIGHT CEILING LIGHT O LED CLG LIGHT ©� Lill VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER SO. FT. VENT. FAN W/L IGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4 FLUORESCENT 2-5UL WRAP U ® LIGHT AROUND R N D (RECESSED) 4'X2' FLUORESCENT 2-5UL5 WRAP AROUNDLIGHT . , . .... (SURFACE MNT.) 2' FLUORESCENT *FLUORESCENT p p r-a- A —�- a 4' TRACK LIGHT 0 PANEL METER OSMOKE S.D. BAIT. BACK-UP W/ HARDWIRE DETECTOR WALL MOUNTED BATT. BACK -LIP SD SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP Ill/ ® S/CO CARBON MONOXID SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS FI/ OUTLET . TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR C2401TICNIWA TO BE UN.O. A/ DISCONNECT HU ON THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO DE SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTEDTEDN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION n n n Q 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP �nnnnnn� 0 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY kP KEYPAD HE PB. I rulew-BUTTON FOR G-TIMES 111-- USB FORT • LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF ll 1TH EDITION (20292) 4 NEC 21012 201-1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MII FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR'ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE ll 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY MUILDER AND 1596 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER IF= ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th EDITION R404J 0 U i I it t COVERED n CEILING-- LANAI MTD. LIGHT TO BE INSTALLED, \ PROVIDE L J-BOX FOR PRE -WIRED OPT. FAN CLG FAN owl 1 ELECTRICAL PLAN SCALE: 1/4' = I'-0' OPT. COACH LIGHT WP Panel MAIN - A PANEL: n'1, i ^,p nN. bleaker VUL I AUE:. 1,'() 124LI .v I Ph MAIN: 1.t3U Amp M.G.B FEFIII P 3-01 CIA THWN 1 01 r I.1 11 11n1 1 t OR 3 #2/0AL. fHWN&1 46 Cu (G) in 1 1/2" C. Wile Pola Bpi : Description Circuit I Watts Description Bkr Pole n1..' - ;t • I <tenor Recepta, 1,� GFI for I UG Imgation Punlp - --- .pace -- — i 'f G, Lnrn, ` :' 4 F. -- 3 _ ,r204 Space - .Space. - AIC C.U-1 35 PANEL - A PANEL: 4.? it l aeakei VOLTAGE 1.'ii l24n V 1Nh MAIN: 150 Amp M.L.D. FFf 111 R 3-hl0,iTHVk`N;: l It; nr.iiri 11! , OR 3- #210 AL THWN & 1- #6 Cu (G) in 1 1/2" C. ' Wire Pole Bki Description _Wafts 'Ciicuit r1. 1 r, '{ I. , ,, ' Circuit Watts Description Bk. _ n.1;'. #I. #1' a L'. N14 dr14 ir14 _ _ #p- 1 1 I I 1 1 _ _ <' 11.lover/Hall 1 11.11 %•^ 'mall - - Microwave/ H0n•I, 1I mall AppliancIP - P frigerator I pining Room Ligl 11, and Reerpta_gles /krr:l Ralh#2 GFI Re,'r I+iI1es Bed f1. e #3/B&iaih4 LlulilsAt 1 II.ing: Room. 1al,llr 11t P,itchen and I'aldr, I fits ' Rr rt5 AF(:I - - +sA F I & C/O AI !.a __ I aundry / Be-1 #4 en AF 1 'pace.- l pace. -- pace pace ...pace - — ----- pace ' pace. Race /„C AHU 1 t UO t I NI fill!' 1 (A.- I'in) u!rl "�a, - 5525 2 8000 Range. 50 --- 4 6 8. 10 T -1: -- 14 10. 18 20 4500 Water Heater 25 1200 -I1500 Disposal GFI 20 Dishwasher GFI 20 5000 Dryer GFI 30 '.150o WasherGR 20 '1000 Garage Door OpenerGF1 20 22 1200 Garage Lights and Receptacles GFI 20 24 '.. 900 Bedroom #1 AFCI 15 26. r900 Bathroom #1 AFCI 15 'F ",0 - _.32 - 4 C:V Exterior Lights and. Recept GFI 15 '1000 - - tion controls only 20 Space. Space 36 38 40 Space Space Space -,.. _.. 2 1 #8 2 #6 2 #10 1 #12 1 #12 2 #10 1 #12 1 #12 1 #12 1 #14 1 #14 1 #14 eater K\ a - Space Load subje7l to-telnand fadol rol. (.Matrons !line I(!i(ii, 2,r 0 Load subject to demand factor calculations I line Demand Factor Calculations: Total load subject I ... lemanlfa. lot 4'ciJn ABBREVIATIONS - AFCI: ARC FAULT CIRCUIT INTERRUPTER First 10000 watts at 100'% 10001 NC: NON -COINCIDENT LOAD Remaining gratis at 40 ---- _ - 1 '440 GFI: GROUND FAULT INTERRUPTER Total A1C load -- - 10829 Total i onn? to I L, .i i Ola0,. J _ 4 .i;, I LOAD CALCULATION IS BASED ON A/C NON-COINCIDENTLOAD Total Am s irwitts , 140 •:xrlts l _- — 142.9 General Lighting& Receptacle Load Total A/C Square fleet _ 18 f ,eneml Its A Rec 3 W r Sq. Ft. 54 tl' Hats 1 at65W/Li htat.100°10 rotalreneral Lights & Rec (Watts) 55 Ckts# I watts/cm Total watt. General Lts &'Rec Panel A 1 91 6111 55 Il ' Review ad for Code Co Umversa pfIance Engineerinc � Sc enc:es I I 0 0 rq ° ��— LED LIGHTING ---y' @ SINGLE LAV. LED LIGHTING BATH DOUBLE LAV. ',. BATH 01 PROVIDE 34/0 01, THWN + I% CU IN 2' CONDUIT OR 3 44/0 AL, THWN + 1% CU IN2' CONDUIT OR 2/0 AL. S.E.R.(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) 15m,AMP ELECTRICAL RISER - NOT TO SCALE- _ -. --� �- __..---- COMBINATION SERVICE DISCONNECT SWITCH AND It AMP 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A ELECTRICAL MAtERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH. ELECTRICAL PROVISIONS CF THE FBCR TT4 PANEL EDITION (2020J. LOCAL CODES, AND ALLLOCAL POWER COMPANY REQUIREMENTS, B. ALL CONDUCTORS SHALL BE TYPE THHNfrHWN UNLESS MC15 NOTED OTHERWISE. POWER COMPANY TRANSFORMFR C7_1Tvn PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE. 3 •1 COPPER (CU) IN I-V1" DIA SCHEDULESO PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2 DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS. PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 65 CABLE TELEVISION SERVICE ENTRANCE Emile hl lr 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). WWI DIA X S FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1111 CREEKSIDE PHASE 2 LO #8C PROJECT# 04321.200 086R1 MODEL.: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: s ELECTRICAL PLAN 160 MPH EXP. C ARCHI`TEC STATE OF FIf MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 rt]AARTk: 03 18 21/ / SCALE: 1/4 =1'-0" SHEET E 1 31-V v 3'-2° -- G. >: � 1I A.A.V, TUB„Z -2' WC 2 3" 3. TO CO MAIN KITCHEN SINK W/ AUTO VENT e�1-1/2' VTR I I I I 2' I I I I,rwrl. (LEFT) ,r CO , , r To 1 MAIN (ALTERNATE RIGHT) 0 eviewed for Code Compliance U iversat Engineed, Sciences WG LAVAA.V. AA.V 2' LAv 22' 2' ,sHWR PLUMBING RISER DIAGRAM 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 11 AA #: 0003325 WORD i Id STJIBDIV7 8e T: CREEKSIDE PHASE 2 LOT #86 PROJECT# 04321.200 086R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT I PAGE: PLUMBING PLAN L160 MPH EXP. C�MPH EXP. ARCHrrECT.- STATE OF FLORIDA �u a MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PR]WIT DATE: 03 18 21 SCALE: 1/4"—l'-0" SKEET o1 P- m 5 GFM 5 GFT1_ 12X8 BAH 2 \ I HS RU GARAGE 10X6 1 0 CFfi1 FOYER R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED U1D - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code G mpfianoe Universal Engineering cfences ,k�g ma � �\ l r S VMDIVik LOT-> CREEKSIDE PHASE 2 LOT #86 PROJECT# 04321.200 086R1 _F ASODET : 4EBB "1828—CALI" ZiAnAGE SWING- RIGHT PAGE: MECHANICAL ea PLAN r V—�, Iv I Yi EXP. amm ., DT E: 0318 21A 11 CALE:1/4"=1'-0 SHEET ml S 2 I �F k� U PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL s 32' O C. MAX 0'-0. FIN. F-R. 2X4 TOP PLATE JSS 2X4 WOOD STUDS e24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON- B RG. SCALE: 3/4' = I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—v' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TYP. 5/8' GYPSUM Bt OR in' HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 3/8" 1/2' DRYWALL--�' TOP CHANNEL (25 GA.) 3 5/8' 5 1/2' DRYWALL STUDS METAL STUDSS 2 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16" FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4" WOOD TILE FINISH SCREW WOOD BASEBOARD---, 1-STORY FiNISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) D1 SCALE: I/2'=1'-0' ' SEE ENERGY CODE FORMS INSULATION R-VALUES 7 REFERENCE STRUCTURAL PER ELEVATION �—R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS m 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE BOND BEAM SOL iD GROUI W/ (1)- $5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT r ' DIA. SLEEVE, O NOT CUT EBAR IPE-� DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR.Jiiii _ / \ _--- - 0'-0' FIN. FLR - -- ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE i-16 IN ACCORDANCE WITH FBCR 2020 iTH EDITION, SECTION R301.13 AND 1609.5.E n W/ WINDOW OPENING n TYP. WALL SECTION " L NO OPENING NOT : METHOD TO BE USED FOR THE -STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=r-®' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION 18 1*4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE iI OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR.,L 8' CMU — �J\CAULK AND BEAL \ `GA8 LNE \-i {' PVC SLEEVE FOR GAB LNE B' Cm 1/I' GYP. W.. SD WOOD DABS 2B CAS LINE THRU BLOCK - - - -- --- -2X4 SPF 24' O.G. MAX_ - SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES -PER STRUCTURAL DETAILS 1/2' TPICIC, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO ILOOD JAMB PER PRODUCT VERTICSTEEL APPROVAL REQ K BY MAUF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REO. CORNER BEAD B' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. BEAL-ANT t BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANUF.) -OVERHEAD DOOR BY OTHERS 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0" - STIFFBACK AT ALL UPRIGHTS -- - - PER STRUCTURAL DETAILS MqX PRE-ENG WD. TRUSS -- - o� PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SE F /// E ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ - 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG, BOARD R-4.1 INSULATION ----- -- WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ____--- REFERENCE STRUCTURAL - Ix2 P.T. FURRING / STRIPS A 24' O.G. - - - 1/2' GYP. WL. BD.- --- ---- WOOD BASE - - - - ---- . FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9" 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU Reviewed for bode 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-16 IN ACCORDANCE WITH FBCR 2020 'ITH EDITION, SECTION R301.13 AND 160TIS.1. W/ WINDOW OPENING @TYP WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 ] -STORY GABLE BLOCK WALL INSTALLATION OF ROOF — __.-----____-- UNDERLAYMENT IN ACCORDANCE D1 SCALE 3/4'-1' O' WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE iI OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -Fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Sell` -adhered membranes used as flashing shall comply with AAMA Ill. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM C920 Class 25 Grade NS or greater For proper joint expansion and contraction, ASTM G1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as Flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdi-signgroup.com AA:... 0003325 ::� SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #86 PROJECT# 04321.200 086R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAJEXPP. 160 MPH ARCHn ECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 18 21 SCALE: 1/4"— f — 0" SHEET DI TOP: 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/51 WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT "--SECURE 2x4 ONEll J FLAT TO MILK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN e' OF TOP, (D WITHIN 8' OF THE BTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D SCALE, IA'.I'-®' a lx4 P.T. OR 5/4'X4' MIN. SECURE THRUFRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN S' OF EACH END 4 18' O.G. MAX SPACING 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS - NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" ,/-�1fINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING 2X6: CM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN B' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. LN 8' GMU 1/2' DRYWALL El1'X4' P.T. NAILER DOOR CASING YA DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' of EACH END 4 18' O.C. MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER n 1/16' O.SB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV O-C. MAX SPACING. 2X(v: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CECI SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 Is' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPGON MIN. I-1/4' EMBEDMENT INTO BLOCK 8' GMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" �AINDOW TO BLOCK +2 1/4" 2X4: SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X6: CIE SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF F.ACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (Do NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" i1ffiNDOW TO BLOCK +9" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD .IZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 2X8: CEM SECURE TO BLOCK WI(2) 3/lb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. LA8' GMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO 8' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" rv_\Wn OW TO BLOCK +3" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH EN 4 18' O_C_ MAX SPACIN 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4 WITHIN W OF EACH Er, 4 18' O.G. MAX SPACING. — --- 8' GMU 1/2' DRYWALL I'X4' PT. NAILER -1/I6' 09B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: CIE SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.0 MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8= SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. -- — NOTE STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPGON MIN. 1-1/4' EMBEDMENT INTO BLOCK I VI B' CMU 112' DRYWALL. I PT. NAILER - I' PT. X 4' MIN. DOOR CASING �- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +3 3/4" R viewed for Code Compliance Un ersal Engineerin Scfencoc 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rSUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #86 PROJECT# 04321.200 086R1 1 MODEL 4EBB "1828-CALI" GARAGE SWING.: RIGHT FAG}E: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA RYWALL I �A` X FURRING I I A DRIP 2Xlm To Y MAR 2 2 2021 DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FADE MICHAEL C. ANDER80N OF DRYWALL AR NO 17305 ENTRY DOOR BUCK r)REQUIREMENTS 11 r�rs. DATE 03/18/21 SCALE: 1/4"=1' — O" SHEET �2 NOTE: IF ZIP SHEATHING 5YSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT i PLTAHIC 3 GOAT CEI'IMINT \ FLANGE OF CONTROL JOINTS T �2, BE WIRED TIED TO LATH • 9' WRB LAYER FORTIFIBER OTC. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH LEG MAY BE USED TO TEMP. FASTENED •1' (VERT.) O.G. MAX SECURE CONTROL JOINT At SUPPORTS DURING INSTALLATION LLI LAYER M, FASTENERS TO BE SPACED STUCCO WRAP ® T' OiC. MAX VERTICALLY WOOD SHEATHING OR 1/16' ZIP SHEATHNG SYSTEM INSTALLED PER MANUF CS.) I. To GAP Mk LATH SHALL NOT b TO e s e' BE CONTINUOUS MIN. MIN IN ' THROUGH CONTROL JOINTS BUT SHALL \ BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM OL JOINT N CONTROL JOINT FALLS ON NOTE: i / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.041 WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN 4 h y� £I 4 t� O"M" TYPE CONTROL JOINT 01. FOLP INWARD • PT. A OI. FOLD INWARD PT. A a° CREASE • PT. B 3. CREASE s Pf. C f. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES a� a -tX' t x pi- FELT \UJDSRLAYMENT SHINGLE ROOFING DRIP EDME. OVERLAP 3'. EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX O1. FOLD INWARD • PT. A 7. CREASE • PT. B FO! NO APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I' ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE �, / I" M'N. LAP ®METAL LATH \ I \ 5C X X X� ■ ■ NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LA I /tBELOW WRB LAYER ►1, �' THICK 3 GOAT CEMENT \ STUCCO WRAP PLASTER 6°MIN PAPER LAY METAL LATH �. WRB LAYER 62, FORTIFIBER WRB LAYER 02, FORTIFOER/ BUILDING PAPER B\ ING PAPER / WR8 LAYER "I, — STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M NUF. SPECS.) niCA MIN LATH LAP, 4" OVER ALL LAP %PAPER LAP VERTICAL LATH & PAPER DETAIL WOOD STUDS NOTE SHEATHING f SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM I CI ASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) ® KICKOUT DETAIL ® I. FOLD INWARD • Pf. A 2. CREASE • PT. B 3. CREASE • Imo. C 4. POLD PT. C OVER PT. B TILL PT. G TOUCFCS 6OTTOM FLANGE E >� �° � II BOTTOM FLANGE WATER TI SEAL. FOLD, QQ NCM CUT. Z J' THICK 3 COAT CEMENT PLASTER (FRAME), la' a COAT Z CEI-I PLASTER (CMU WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER "1, STUCCO WRAP (FiI ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP / WRB A♦ I Jf' ABOVE \L 46 ` 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE a> \ WRAP MATERIAL) OVER APPROVED HOUSE WRAP- 1' .FLASHING TO EXTEND ONTO PI['E 1' OR LE58 PIPE f/ -. 6'x6' SELF -ADHERING MEMBRANE PENETRATION FLASHING (COMPATIBLE III HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE \� FLASHING OVER APPROVED i T ! HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING CUT AND OVERLAP ONE SIDE OF STEP 01 STEP MEMBRANE 02 FFLLASN NGHERING WRB LAYER N, STUCCO WRAP WRB LAYER @2, FORTIFIBER BUILDING PAPER METAL LATH ial - 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED INSTALL FASTENERS (CLIPS, HOUSE WRAP. STRAPS, STAPLES) AS FLASHING TO EXTEND ONTO PIPE REQUIRED TO SECURE - 4'x4' SELF -ADHERING MEMBRANE PIPE/ WIRE TO FRAMING FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE `— %a CONT. BEAD OF SEALANT ` — ._ INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER 814EATHING -- — ELASTOMERIC COATING OVER STUCCO/ " C.V. FINISH (SEE TYP WALL SECTION) MECTION PER SECTION R7133.7 Exterior lathing and plastering Exterior use of portland cement plasti r shall comply with the application requirements of ASTM C 926-18b. SECURED TO BUILDING NOTE' Installation of exterior lathing and fra ing 6' MIN. k TAMING MEMBERS. PAPER LAP IF ZIP OJi-iEATI (INC3 SYSTEM Ira shall comply with ASTM C 1063-19a, IEY SHALL BE TIED 4k INSTALLED, PLEASE SEE or ASTM 1787. -TWEEN SUPPORTS MANUFACTURERS III 0.0418-IN- (121-MM) STUCCO h' LAP a LAT: 2E AT INTERVALS NOT 3°LAP ®PAPER )RE THAN 9' (229-MM). i PER ASTM CI063. )R REPAIR °F TEARS HORIZONTAL LATH RS NY 5E PATCHEDPAPERA & PAPER DETAIL HOUSE WRAP TAPE °R MANUF. SPEC. OR EEL ! STICK -I ZIP SHEATHING SYSTI=M (INSTALLED PER Wow=. 8101E6941ds OR CMU W LAYER *1 SHINGLES (PRAf1E ONLY) - .. FRAME OR CMU EXTERIOR ROOF CEMENT oOOFAUAi L SCREED ° SI WALL FLASHING $O C KICK -OUT FLASHING (St DETAIL) , Y�z' FASCIA WRAP TIGHT SEAL (BEND OR !R DO NOT OUT NOTE: IF ZIP SHEATHING SYSTEM'16 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES RB , STUCCO WRAP (FRAME ONLY) 8" TIIII 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED 5'X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL 5PEATPING) CAP SINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS L" FLASHING N.T.S. INSTALLATION PROCEDURES 3A FIFE F N T11RATION DETAIL (FRA1„I ) N.T.15. R .viewed for Code 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 � [P3ROJECT# RDIV. LC T: ; REEKSIDE PHASE 2 LOT #86 321.200 086R1 DEL:4EBB1828-CALI" I x3ARAGE SWING: DRAINAIG3E FLANE (WR5 `' RIGHT LAYER.. 1*1/ 5TUGGO WIRA ) _.. PAGE: WRB LA rER 1*2 (FORTIFIBER - - - - - - WALLIj ASSEMBLY BUILDINGI FAFER) I DETAILS 1 IET)4L L)4T�4 18(� MPH EXR STUCCO 4'f19rI Nb 4'1.F �a S7 I A-n—;� k li_:0,Gr�'i�lw3A k WOOD OR 7I ZIF WALL i FI SELF-ADI4E5IVE FLASHING - NOTE: MAR 2 2 202 MICHAEL C. ANDERSON 1IIET,4L L4T+4: LATH TO SE FER SECTION ,4ST1„I G-a47-14a/ 1„IIN. 2.5 LmS. 0P IN'T ' PER) SCQ. ' 41 ZD (UTILITY OR NOi"IIN)4 DATE: 03/I6/21 SCALE: 1/4"=1'-0" LATI-I (DOES NOT IyIEET SFECIFICATI NS) SHEET WAS I r� _< F aI ,a. t, NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya' CAULKING JOINT ALL AROUND HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIR15ER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WR3 LAYER *I, STUCCO WRAP) WRB LATER *2 (FORTII=IBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUGGO WOOD OR -1/16" ZIP WALL SHEATHING SELI=—ADHESIVE 1=LA5HING NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-54-I-14a, MIN. 2.5 L83. PER Ba. YARD (UTILITY OR N01"1INAL LATH DOES NOT MEET SPECIFICATIONS) u STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION SEALANT a I TOP E SIDES 8' cMu )RYER VENT ( BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' F— / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &EENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO AANZ:,v Iv T%=L�^IY= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM 11 � t- "� cam' "'"-° ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �.. LO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER #I, - STUCCO WRAP WOOD SHEATHING -- APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPL l- E-Z BEAD OVER 6m MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS #3 o• .o •o o. o. .o •o o• o. .o .o o. •o•o. o•o ST F ELE to WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WOOD SHEATHING WRB LAYER 01, ��STUCCO WRAP WR5 LAYER 02, FORTIMBER BUILDING PAPER METAL LATH 1/8' TEXTURED ��FINISH s WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® 7' OL. MAX Ys' TO )e' MID -WALL WEEP SCREED U �6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY 43 N_OR.IZ_ONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP .SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER •1, STUCCO WRAP CUT "X' INTO \7 SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 5 T E "2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 5 T E F *'.4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5 T E F #(o _C'1 RIC AL RECEPTACLE 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 11111. Svsnxv LOT: CREEKSIDE PHASE 2 LOT #86 PROJECT# 04321.200 086R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C FARLNO ffECT: FLORIDA 2 2 2021 fi ANDERSON 17305 rL'"im a 2118 DATE: 03 / / SCALE: 1/4" =1' — 0" SHEET DRAINAGE PLANE (WRB LATER 01, STUCCO WRAF) WRB LA`1'ER 0'2 (FORTH=15ER 5UILDING FAKER) METAL LATH STUGGO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING 2 1 /z CORNER BEAD (FASTENER 4 SPACING 6 -1" O.G. - GMU 1/2" THIC<, 2 GOAT CEMENT PLASTER APPLIED DIREGTL`r TO MASONR"r 1 A RICORNER BEAD -L -r ,J I Reviewe 1B Coni Universal $cvrea 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 kw Sv$Div & LOT: CREEKSIDE PHASE 2 LOT #86 PROJECT* 04321.200 086R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: - 'WALL ASSEMBLY DETAILS 160 MPH LX . C ARCHrrECT STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2118 DATE: 03 / / SCAT: 1/4" V-0" SHEET V V AZ / - —2x6 SUB -BAND . i W/1 "x4" NOTCH m ,i I _ END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I _ I' I I1 x, I/all TEXTURED I FINISH a WOOD I 2x6 SUa SAND = 1/2" TEXTURED FINISH -a CMU METAL FASCIA \ WRAP Y8" FROM ® fL AN E3 STUCCO, 1" FROM \ ---------------- WOOD WALL \ EXTERIOR WALL 1 1� (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL / NOT INTO STUCCO) 1-1/5" TEXTURED FINISH m 1� / WOOD, 1/2" TEXTURED \ FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL E STICK ��iELEVATION � METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH .000D SHEATHING 7R CMU .URB LAYER "I, STUCCO WRAP (FRAME ONLY) 1JR5 LAYER 02, FORTIFIIBER BUILDING PAPER 'FRAME ONLY) ROOFING CEMENT DRIP EDGE `1ETAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MA PROCEDURES PRE-ENG'D TRUSS TO BE GUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m SCABBED TO TRUSS W/12d NAILS ro'-all O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUH BAND DE'I'nlL, C? WALI, SUB BAND DKI'AIL C� WALL W/KIC K O U JI �eviewed FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) Code METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1YZ"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT s ROcF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svHaIV. 8e LOT: CRF'.?KSID" PHASE 2 LOT #86 PROJECT# 04321.200 086R1 MODEL: 4EBB "1828-CALI" GARAGE SWING}: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHffECT r TE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 DA 03/18/21 SCALE: 1/4" V-0" 1 � l Is 39'-s" 7-4" '-4� 1 T4' Reviewed for Code It FOUNDATION NOTES COMPhance nivergal Engineering 10141 101-01, FM-12XI2 116-0" 3'-4' 1. SEE SLAP. .;CHFrm[ r FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR Sciences COMPAG I Irlil F!F()1,flnFIt1F­.N I 10114 2, TOP OF r NISHFF) SI ALI ;HALL BE r4-0". 4" CONC. 3. COLUMN AND F ()(,) I III(', CENTERLINES. SHALL COINCIDE UNLESS DIMENSIONED ;o C\1 X Uj LL SLAB x 0? OTHERWISE C\1 11. Er C\1 4. REFERENCE ELrVA I ION t 4-0", SEE SURVEY PLOT FOR NAVD. 0 _j W a- 3 5, A COMPILE E I REATIVIENT FOR THE PREVENTION OF LL U), 1/2" TERMITEPROVIDE �) I REAL AC MENI I SHOULD BE IN CORDANCE WITH THE RULESUBTERRANEANS AND LAWS AS *:3 ESTABLISHF D RY I HE F1 ORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER LEII 1111. 1 1 111 1 1 1 1 1 1 1 1 1 IFII 1 SERVICE,;. 6. PROVII)F ISOLAIION JOIN'rs BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: _ F EXTEND FIVI_12X18 1 PROVIDE I '" FELT PAPER AT THE JOINT. SLAB 1 1/2" 7. COOP01NAT E SL AB I L EVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL E I DRAWINGS 8. SEE ARCI 111 EC I URAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOff;, DOORS AHL) ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW DOOR TYPE ,; AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND wil-H, I HF MANIJPA(_; I URES SPECIFICATIONS, 10. SEE ARCHITEC, FURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. CP 11. iIND ICA r ES #5 BAT I. EIIND ICATES #6 BAR, EINDICATES #7 BAR VERTICAL LLJ REINFORCING BAR IN (.FL Lr) FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE >< !HOOKED INTO Fol INDA FION BOND BEAM OR TIE BEAMS WITH AN ACT STANDARD 90- <O 0 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 2 z 12. SPLICE`, IN RERIF01 1(;ING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 0 - CL 30",96-3(3"I ANL) I! F ](\]I (A iG ING SHALL! BE CONTINUOUS. tt - >_ 13, RA] IONAL ANALYST; WA', PERFORMED TO DETERMINE SIZE AND STEEL I i 10 REINFORCING FOH All FOUNDATIONS:L DESIGNED WAS BASED ON ALL ALLOWABLE 4, , 10 SOIL BEARING CAPACI I Y OF 2.000 PSr. TRANSFER REINFORCING (TOP STEEL) HAS N BEEN DELF I ED LINE ES'> N(-) I ED OTHERWISE. & 14. VERTICAL REINFon(,.ING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOI ED IN I ILE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL I'll FW;f-CTIONS B) CHANGES IN ELEVATION t CO C) EACHSIOE Of ALL OPENINGS D) ALL CORNERS 1111AL 010" 15, STRUC I I)FSI(�N IS IN ACCORDANCE WITH TIVIS 402/602-16, BUILDING CODE OtP OF REQUIREMIL NI 'I; FOR IVIA�-,ONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SLAB C� F� SHALL BF 11\1 ACCORDANCE WITH TIVIS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" C0 00, 9 MORTAR, A`;TM C,4 76 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. it x co 16. WIRE WLLDED MESI I LOCATED IN THE MIDDLE TO UPPER 'OF SLAB SUPPORTED C\1 34' OiC MAX SFF PLAN FOR WWM SIZE, U-1 !INSPECTOR NOTE: 1. STRUC RJRE WAS UL SIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL 1-th EDITION CP co x N LL LC) 2194 HWY AILA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 91 FOOTING SCHEDULE 191.01, 6-0" 151.81, PROVIDE CORNFR BARf; SAML OUANII IYAS BARS IN FOUNDATION, WITH 0" LEG EACH WAY. MARK WID H I I F_NG I I I THICKNESS I BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 3UBDIV. & LOT:4" PVC I F-1 cl F PI AN 1 101, (2) #5's q,:�,_,/CHASE (2) #5's -0" FM I2x12 _4�aL;tialllmu L_ CREEKSIDE (+)0" —TEE-1 FM 12x18 ip" CON I INI (AX3 11. 18" (2) #5's -Q., I mo, F2) _#5's PHASE 2 FM 16x18 16" GOHIII'llk (+)0"-0" FMC 12xl8 171 Cori I INI 1( (2) #5's T�F VARIES LOT # 8 6 1Z (�_P 1 9liz )0_ 4" CONC. F�F_,14x �4 4 4 ml SLAB PROJECT# *5 1/2" 1 — V N_ 04321.200 /086R1 w. 0101, MODEL� 17'-8" r 2-8 OP OF 4EBB 3'-0" SLAB "1828-CALI CP \00a. i�_❑C\j GARAGE: SWING: 'b (0 co x RIGHT Cq aPAGE: a 2 Cm 0 u_ FOUNDATION -EXTEND PLAN A N 70 SLAB 1 1/2" &2 T�2 CURF_ LLL103 ,FM- 1 2X 00 14" CONC. , A18 I Sill Lu CCI � _ L_ EXP. 0 SLAB x S, A/C 0 - �E Cq RAP TO SIMPSON WB 16LO MPH E 0 LL UNIT ROLL STRAP OR C[INC. W/ I* 3 1/2" m 5 1/2" EQUAL 2 EACH U- r2 *7 1/2" 1013-CONS CORNEROF ARCHrrECT- UNIT STATE OF FLORIDA 7 CP co FMC-l2X18 FMC-12X18 L _FM-l2X18 _j FM-12X18 c T­TNC�� SECURE STRAP TO S I A B UNITS W1 (2) #Sxl 2� \k -,jl 5� 1/4 SHT MTL 4 4 SCREWS 1/ 10'-2" 3-10" 2'-8" 16-0" 2'-8" MAR 2 2 2021 7 14'-0" 4' 4" 21'-4" VC CONNECTION 7 39'-8" MICHAEL C. ANDEMON TO PA!D DETAIL A AR NO 17305 PRINT 03/18/21 DATE: SCALE:1/4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" SHEET S1 i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ' 8" CMU WALL SEE SLAB SCHEDULE 4 CHAMFER (I -STORY) < 6 a CHAMFER (2-STORY) SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND _O } :SPACING REQUIREMENTS <� w in � U L a p 8" CMU WALL p Z to — +- OF SLABL — — I =A BAR SIZE 48 BAR DIA. #3 18' #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4 =V-0" BOLLARD 5 LAP F PLATE A MIN. OF 48" AND N W/ 16d COMMON (� NAILS; 2- WS, 4" O/C BTM. 4 LAP TO OC R OVER STUD 2x4 OR 2x6 WOO ERRING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING, INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT Y 2" CAPPED GALVANIZED PIPE W/FLANGE eta BASE 0 M SECURE FLANGE TO SLAB W/(4) 1/4" X21/4" TAPCONS SCALE: 3/4"=V-0" VERIFY H/PLATE OF WALL PROVIDE RE LA IL TAGGERED. IONAL METAL NECTORS NOT QUIRE WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE Al- ,y. SEE SCHEDULE r FOR WxD, BAR SIZE D BAR QUANTITY T IOR FOUNDATION OD WALL SCALE: 3/4"=V-0" / K I rl NDI I DTl SEE SLAB SCHEDULE I OP EXT. PORCH SLABS �d 4" CHAMFER (1 STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT( HERE • • SEE SCHEDULE APPLICABLE) Z FOR WxD, BAR SIZE AND BAR QUANTITY N ,�EXTERIOR MONO -FOOTING P GARAGE SCALE: 3/4"=V-0" w J oa U) J a J Q Q =a 2 cca Z w °C J O I NEW REINF BAR SECURED W/ 2- PART EPDXY. MIN. EMBED 8", LINO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ¢a 000 U - Z, c a _ d` w (7 O ° . _ 8" CMU W 0 co Z ��--ten---� T( Z SEE SLAB SCHEDULE z — "ISOLATED COLUMN PAD CENTERED UNDER WALL AND — POURED MONOLITHICALLY WITH • — — — — FOUNDATION AND SLAB ,. SEE SCH ULE • • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30'' MIN. EACH WAY MONO] J it IIC FOOTING F F FM CORNER BAR`;, SAME SIZE AS I AH(,ER BAR IN F OUNI )A11ON W I 1 H 30' LEI`, I Ar,H WAY A I Al I (;I IANGES IN DIRF(; I IONS SO TFJA I I fit' S I I I I: REINF IS CON TINU(.)US MA I GH AMOUN I (II CONTINU()I I'; BARS I" ILL � GON I INI I01 N. ,' l I 1 1. MONOI I I I IT(, 100 1 IN(' fi'I -INI ()I tCEMENT SEI. ';CHE D ULE WHEN TRANSITIONS ARL MAIM I HOM. FOUNDAI IIaNS HAVING. DIFFERENT NUMBER OI (x)NI INIJOIJS BARS PRnVIUE THE LEAST NUMBER OF BARS (ia, .^ I O 3, PROVII )E 2 BARS). I IN() MONOLITHIC FOUNDATION C3 CORNER BARS DETAIL SO; At E:3/4=I'-0" AP TOP PLATE A MIN. OF 48" -- A NAIL W/ 1 ,COMMON NAIL 2-ROWS, 4" O/C BTM. V'I HIFY HEIGFI I LAP T CCUR OVER STUD ( i1 WALL WPLAN 2x4 OR 2x6 D BEARING 1'HOVIDE BI 0' ING WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE SF H PI AI I t0 SLABW1 AI TO BE PT, PROVIDE DBL. OP 9 DOT ANE.IiOR 2" PLATE .:R SET IN I M it J STRF NGTH XY 5-1/2" F MR[ 1), MIN. 16" OC SIMPSON SPH4 OR SPH6 AX BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d U) Lu x 3" t SE F SLAB SCI:11 I )ULE . Q. TOP OF SLAB y EO. EQ. SEE SCH ULE FOR WxD, BA 'IZE XX AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"-1' o' (W/ UPLIFT) POUR[ UlINIFI (;ONI, (IYl' 8"CMLT I ILI ED CI I I (IYP.) 2X WALL FRAMIN(; JJA 112 DIA. SIMPSON R I H7 ROI. IS 5" MINIMUM FMBFDMlr N 1. INIC) GROUTED CEI I A' FROM ENDS AND 16"OC VERTICALIY:MAX INTERIOR FRAME BRG WALL TO LOCK WALL CONNECTION SCALE: 3/4"=V-0" GARAGE DOOR RECESS CURB FOR N MASONRY UNITS SET p„ AT ELEV: 0'-0,, RECESS AROUND GARAGE 4 DOOR OPENING SCALE: 3/4"=V-0" IAN I(n'PLATEAMIN. OF48 --- Aldl) NAIL W 16d COMMON - ,IMII S. 2 ROWS, 4' O,'CBTM. VERIFY HEIGHT I I AI'' O' )(,CUR OVER STUD OF WALL W/ PLAN ^s� OR 2x6 WOOD BEARING - PROVIDE BLOCKING WAI t W SYP No 2 STUDS SEE I'1 ANS FOR SPACING. SINGLE f'• M PLATFTORE-PC PHr )VIDE DRL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL MET ALL CONNECTORS NOT REQUIRED WHEN NO n UPLIFT IS PRESENT. w SEE SLAB SCHEDULE CC )P Oil �;I AB EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 8 INTERIOR CURB FOUNDATION WOOD WALL <CAI.F 3/4"=1'4' NO UPLIFT) ) Reviewed for Code Compliance Un versa] Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I svBDSV. 8c LOT: CREEKSIDE PHASE 2 LOT #86 PROJECT* 04321.200/086R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS %,160 MPH EXP. C ARCHn ECT: ; STATE OF FLORIDA �p� � 2 iQ2� MICHAEL 9. ANDERSON w NO 17305 PE�INT 03 18 21 DATE: SEKEET Ste 1 6-0" m 29'-0" J 2T-0" 25'-10" 2194 HWY A1A, SUITE 301 INDIAN K- RBOUR BE%� -H, FLORIDA 32937 PH: 321-802-3591- www.abdesigngroup.com a AA # 0003325 11111 I1 SUBDIV. 8e 7- 'Ea a CREEKSIDE E PHASE 2 LOT #86 PROJECT# 04321.200 086R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT :l _n _ PAGE: rd 6, ieI DOWEL PLAN 160 MPH EXP. C ARCHTECT- STATE OF FLORIDA MAR 2 2 Z021 MICHAEL C. ANDERSON �r F: AR NO 17305 ' PRINT 21 DATE: 0318 SCALE:1/4"=1'-0" w SHEET S1.2 k{i x il 'a TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. r T &, 5r J Q 'p CLEAN OUT REQUIRED FOR INSPECTION a m Nr ° b }. O I Q M 0' 0" FIN. FLR. ° TIE VERTICAL REBAR a 7 a TO HORIZONTAL REBAR W/ 10" HOOK ' ° Z I,. LU k in O r w �f 1 ;fir `cr" Y HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 1'8" #4 24" #5 30' #6 3611 #7 42" Z tic STEEL REINFORCING IN GROUTED - CELL SEE PLAN FOR SIZE AND ,a; } SPACING REQUIREMENTS mULY Ir W - Z 8" CMU WALL O io M TOP OF SLAB TOP OFSLAB SEE SLAB SCHEDULE z w BAR SIZE 48 BAR DIA. ? > ' EXT. PORCH SLAB ° 4" CHAMFER (I -STORY) #3 18" M U ° ° W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) °_ JOINT (WHERE • #4 24" 4 APPLICABLE) Z ° MATCH STEEL #5 30" 6" PVC CHASE g w REINFORCEMENT PER SCHEDULE #6 36" 6" PVC CHASE THRU FOOTING THRU FOOTING A #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY �+ PVC CHASE THRU FOOTING ,t SCALE: 3/4"-1' 0" z R,. AW for 0006 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ' 1 SL,TRDIV I.OT:;, CREEKSIDE PHASE 2 LOT #86 PROJECT* 04321.200/086R1 ODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: it Y DETAILS 160 MPH EXP. C ''1' ARCHrrECT: o STATE OF FLORID �L (� MAR 2 21021 MICHAEL C. ANDERSON AR NO 17305 1PRTE• / /INT 03 18 21 DA SCALE: 1/4"=1'—O" SHEET St.2 s" s FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: a SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. ' 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. ` 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS x LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. ' 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED ' FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END ' UNLESS OTHERWISE SHOWN DIFFERENT: 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C ='ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 I(1) #5 — N/A — GROUTED SOLID X Au Y. ry �d 4 � s: �d f SEE SHEET S2.2A FOR SAFE LOAD TABLES 1 ♦ 8FI6-1T/OMOB f ♦ I i ♦ G T I I Revi meu ru. ,m;oue m ♦ m ance Universal gngeenng o ♦ I q 1 Sciences 1 0 ♦ � z 1 J _ rrrrrr 8F16_-1T/0M/0B ♦ r�rrrr r�iF l(i � M�B rr rr rr� 2.1 ♦♦ I RF24- 1 1 III ilM/OB4. 1 ♦ I I 1 ,♦ GT �� 1 1 ♦♦ 1 1 I o 1 ♦ 1 1 �♦ ♦ 1 1� 1 1� 1 1LL 1 1� 1 1 1 1 Ib 1 1 1 1 � I 1 I Ia 1 I � 1 1 � 1 1 � 1 1 � 1 1 � 1 1 7 0l tCDt 0 2 1 i OD 1 1 Iw 1 0D1 1 °' 2-I I I I 1 I 1 1 I 1 LINO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8", LINO. 1 1 1 1 1 1 1 V- 1 1 1 1 � 1 1 � 1 1 L r 1 1 1 I 1 1 I 1 1 1 � 1 1 1 1 8RF6 1 1 1 1 T/OM.i08 ,. 1 1 5,-41 1 1 1 I 1 1 1 1 1 GT 1 8F8-1T OM-"OB Ir r r r r r i 8F16-1T,i0M/0B 1 1 1 16 r r r r r r r r r r. r- r r r r r r r r r r r r r r J 8F24MIN LOM I 1 , BTM. OF L EL m� i• 0' ABOVE FINISH E GARAGF';LAR LIFT BEAM PLAN SCALE: 1/4" - I -n 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 .emu' CREEKSIDE PHASE 2 LOT #86 PROJECT* 04321.200 086R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 W H Elf ARCHITECT STATE OF FLORID MAR 2 2 2021 x Mlt u v ' a�''iI v � ` 1C>� 03/18/21 DATE. SCALE: 1/4"=1'—O" . SIMET 7 i It I ' #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM , VERTICAL REBAR W/ 10" HQOK l 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTO v H 8"x8" m_ , #: 1. PLACE LINTEL ACROS'.; l01' r rt (11 1 N1N(,- Ix -ND BEAM 2. IF BOTTOM STEEL IS 111 O IIHI 1) Il AGI #5 BAR IN UN I FL. (�X 3. PLACE MASONRY UNI I y AS M OI IIHI 1) 1 O ACHIEVE I I IE REOUIRED BEARIN (, 8 \\� PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COUHSL WII I RF A R()NI I [it AM WITH (1) if', BAR CONTINUOUS AHOI I r\G� AS DEPICTED HEREIN. STRUCTURE A DOURI F RONI t I tl AF9 MAY BE SPECIFII 1 I SO THAT THEN`THI I A',1 1#5 TWO COURSESART RONI) III AMS WI II I A #5 BAR IN F A(:H COURSE, TYP 8"x16" , �QP 5. SHOULD THE'DOl IRl I_ R1)NI I RI AM (,OINCIDE WI f H A I INTEL THE BOT I OLd BOND RLAM 0 j COURSE OF BOND 1,11 AM 1`1 ()MI 1111) ANI) A LINTEI IS PI ACED THE STEEL. /REINFORCING FOR II If W) 1 I OIA 11( )NI) [IF AM IS TO RI i ONTINUOUS TI IROI k ,I I 1 1#5 / A TOP OF THE LINTEL 6, UNO COMPOSI IF MASONHY I'I AI. I', I O BE NOl 11 !;!;THAN I6" DEEP: $ TOP OF III AM 1) Ill, RAD H BON I A(;I I( )UIVII Ax8 RONI) RI AM - - 1 t O1 • Oe�� W' 1 1 ) fill HAH • RONI nra 0�- F F = FILLED W/ GROUT \0. \X U _ UNFILLED (;HOU 1 ';O1 11) I HOM l� NOMINAL i IN I F1 I O TOI P 01 BOND n (WI NINU WIDTH # OF IN 2ND BOND BEAM. II 111 ] t 1)I INTEL CO BEAM COURSE SEE NOTE 5 05 �O �16- 1 T/ 1 M/O B 81K8I1 FH1;Al i')tGCE AR ( 2} E p Q �r NOMINAL MASONRY Q� HEIGHT # OF #5'S; TOP LENGI i 101 BAR -WIDTH OF a OF FN1hJ I _ BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR - THAT XFXX 1 T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PHI GASI CONCRETE SCALE 3W'=1' 0" .AND XFXX :- 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL` LINTEL. WiO S I F I1.: (L,) REFER IT IS THIS ENGINEER'S INTENT TO PL A1IYOHIUGATIONS AND XUXX - 1T/1 M/06 INDICATES A DOUBLE BOND .BEAM ABOVE UNFILLED _ 1`I' JJ\` LINTEL OI Oil IN(; T AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL. PRI (;A': ITAI)FR(r:IIIJ.. -..._. 2x4 (MII X AI I t II, -- �.. 11COH R I)1'IVf PIN (MIN \ II: SF K ` FJH, MIN.III:AD WINDOW � Sb1 IN I MRI I inAF N l l IA It"I I ACTII N1)ANU 18.. O C X. I I;i.: EMR1 W JI 31/4" 2xa(f11H X:.I ,';t lr IlAI' " PRE -CAST OHPHIV 'IN,MIN.`(IIANK WINDOW - SI/f I,16 IN I It AP.` 1/I J00 SILL MIN 1.MR )MI NT I I "I'`) It" d. -- SLOPE FH( 411 I 11 1 NOANI) 18" O ( MA; AIN.I I+,I" FMRI Or JI -- 2xtt IMIf X A) 2 3 Ii K" H I)HIVE I'III SIIA SI IANK' I IA', PAIN f 11 SI/I 301 IN I FAR OM 2X4 SOLID BLOCKING I'A"I x' 11 M I A ' AN SECURE TO SHEATHING W/ 18' <) C AI 1 11 MIN. 2-12d PER BLK. EA. END Lnniu DID r TYPICAL MASONRY WINDOW oSBSHEATIIING — _CMWALL SILL CONSTRUCTION 4 SCALE:11/2"=VO ARCHWAY FRAMING 1 5 i SCALE: 3/4"=1 -0" 'I I Pt, (dIHL-FI —\ I0, W I I iIIN1-):11P II)HNI DI SOWN INTO AIL STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR SII L.I 1NI OI EACHSIDE NOTJU AM O LEVATION CHA E CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4" 2194 HWY A1A, SUITE 301 1NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 www.abdes;igngroup.com AA # 0003325 111 A CREEKSIDE PHASE 2 LOT #86 PROJECT* 04321.200 086R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: l DETAILS 160 MPH EXP, C ARCHn'ECT: STATE OF FLORIDA MAR 2 � 2021 MICHAEL C. ANDERSON U AR NO 17305 DATE: 03/18/21 °? SCALE: 1 /4"=1' — 0" SHEET.m_. S2e1 AA �r "LOTT'S CONCRETE" / "CAS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-OB /16-1T/06 /20-1T/0B /24-1T/0B /28-1T/0B /32-1T/OB LENGT 8/8-1B 8/16-1T/IB 120-1T/1B /24-1T/1B /28-1T/1B /32-1T/1B 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" 1625 5743 7547 6752 6541 7565 1247 1999 2560 3123 3686 4249 '-CRETE" / "QUALITY" H SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PR TRESSED U-LINTELS SAFE LOAD PLF SAFE LOAD POU DS PER LINEAR FOOT TYPE g/8 PLAIN 8/8 SOLID TYPE 8/8-1T LENGTH 8/8-2T 8/16-1T 8/16-2T 8/20 8120 8/24 11 _ 8/24 2T 8/28-1T 8128.2T 8132-1T 8/32-2T 5263 5263 6132 7001 PRECAST 689 1024 T-6" 1569 PRECAST lsss 3524 352a 43, 43 _ 6132 zaol 4570 5325 6079 PRECAST 514 763 4'-0"` 1363 PRECAST 3060 381 - 1353 3060 381 4570 5325 6079 PRECAST 3,98 591 4'-6" 1207 PRECAST 1207 - 2582 2707 33 - 33 - 4043 - 4043 4711 — 5379 4711 5379 3513 4084 - 1016 180623 2944 5'-4" PRECAST 931 1319 4460 7196 7342 5780 6259 5'-4" PRECAST 411 411 5`-4" PRECAST 5'-10" PRECAST 6'-6" PRECAST --- 1016 2276 — 28 19 — 25 15 -- 3399 2443 -- 3107 -1955 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 909 - 929 1499 2915 3387 1161 3693 5877 6036 6548 5776 2080 1201 - 3620 -- 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 835 2332 2709 1139 3227 4598 7054 10000 8825 835 716 '- 727 1868 23 11 2790 1462 3251 1743 3712 2025 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 T-6" PRECAST 303 534 T-6" PRECAST 900 938 2498 3408 4864 7067 6472 1624 -- 20 — 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'-4" PRECAST 454 586 76 9481129 1310 639 1674 2298 3081 4099 4899 - 572 1318 16 61 - 14 - -- 1969 _ 755 1763 - 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST -— 356 - 504 468 899 042 1042 550 1407 1897 2781 3222 3784 1180' ---- 1710 -- 1989 11°-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11'-4" PRECAST 430 406 53 j 653 - - 1_643 587 777 872--- 544 1312 1742 2252 2868 3552 -- 466 1042 366 - 13 47 1470 698 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 1 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 783 507 1210 1596 2048 2586 3171 940 13 15_60 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 29$ 1 13'-4" PRECAST _440 308 396 303 39 10 - 484 - 1312 575 1071 645 414 1045 1365 1732 2316 2605 780 1203 14'-0" .PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 36 443 526 609 390 978 1272 1606 1950 2389 378 239 — 246 717 422 96 50 -- 98 - — - 1192 626 1231 975 746 1133 865 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 458 1079 1429 1824 2277 2712 663 -- 1474 - -- 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 230 387 46 - - 90 36 -- 72 - 574 - -- 1134 451 -- - 501 684 — 1353 587 793 412 1014 1340 1703 2118 2513 616 326 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 -- 192 680 300 856 1121 1413 1739 2047 506 1135 1312 , 19-4 PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'A" PRESTRESSED - 1s2 166 2s6 34 _62 30 - 430 803 381 513— 950' 59s 1,098 235 736 959 1200 1467 1716 429 21 41'PRESTRESSED N.R. NR NR NR NR NR NR -4" 211PRESTRESSED N.R. 125 21' 4" PRESTRESSED 142 219 454 527 180 598 833 1038 1168 1468 142 373 53 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22 0 PRESTRESSED N.R. 116 I - Ott 22 0 PRESTRESSED - „ .24-0 PRESTRESSED 137 137 124 - 124 226 zs 359 428 497 -659 779 900 302 360 418 — - 581 687 793 165 550 784 992 1203 1381 358 51 24 45 „ 24-0 PRESTRESSED N.R. NR NR NR NR NR NR , „ 24-0 PRESTRESSED N.R. 91 174 129 450 654 824 1014 1147 319 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED V AND CASTCRET€ MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WI UES STATED ABOVE OW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION -CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 for Code III 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA i#: 0003325 CREEKSIDE PHASE 2 LOT #86 PROJECT 04321.200 086R1 MODEL 4EBB "1828-CALI" CiARACiF'. svvnar4: RIGHT PAGE: SAFE LOAD TABLES 53 160 MPH EXP ARCHITECT STATE OF FLORIDA MAR 2 2 2021- I is �- kEg�L zz.ACE�1� N p M" LR NG 73"a15 DATE: vO/,.Lo/ cl SCALE: 1/4"=1; O" SHEET Ste 2A: TAP „x FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W110d x 1 1/2" HDG NAILS, FILL ALL HOLES. x 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ' ARE TO BE GALVANIZED. - 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM Of LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4D). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, e _ 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X ZF POWDER AGCTUATED FASTENER, ZF 72 P8S36, 177" D x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. s 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD ,f CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE A FOR FIELD CONDITIONS INTERFERENCES WITH TRUSS ACCEPTABLE O D CO 0 S SUCH AS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND rr; ACTUAL TRUSS WEBBING CONDITIONS. CONFLICT, THE CONTRACTOR SHALL PLACE >; THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. 31> <1. k� JP� TX i. T r . x q�D 5V ' W0 , TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTICACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS WI BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD 2x4 SCAB NAILED TO DIAGONAL END JACK TRUSS BOTTOMBRACING/BOTTOM 89 CHORD WI (4) 10d CHORD BRACING :RE APPLICABLE NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END 1-UH EACH CHUHU CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONNECTORSCHEpuLE I CONTROL DATE'. Ol/2712MO MITY,.11 SIMPARN I MFI¢R USP SIMPSON DES: 'UPLIFT GRAVrry DES. ORDER - GRAVITY IFASUFENFR FASTENER CIA I.. 1615 META'11 1450 (3) IN X11/2'I-PLY(7) I6dXUtYEMBE04° (3) Lad x 1. 1121 PLY, 161366}PLY, EMBED4 (2)PTA 16,18 2430 ZI MEr1LG 19. (12)➢OY x 11/2'. 1 PLY, EMBED4 (1011Dtl x11/21PLY, EMBED4". Hia lfi 18]0 HETA 16 TRIO 1 8 IRDR PLY EMBED4 (]01➢Dtl%12 (1 9 10tl 11 2 1 PLY B ] 2-PLY EMBED4 (1 / II HTA20 18W N111. 1BID (10180tl 11/2 (8)Nd 2 PLY, EMBED4 (9)IN X 1.1/21PLY, (8)I 2-PLY, EMBED4" (2)HTA20 2,LN 12)HfTIAT 2035 12)HOtl A I1/2] P Y EM9E04 (10) Did x I1/2 HEIR, EMBED4' 25W (10) lad 2 PLY fMBE04 (2)16I PLYFMBFDd �.LUGFY 1655 LGTd Ia. BLL(5)1/4 e3 Wetlg 9 X P 6 WWO(16)1W pl-l/4 xYi/4 TRfN, WWG(IS) lad LUNTB 338U LGT3-50535 34E0 CONCTU3/8" X 5' Wedge.Balt+AnvM1Ors WWD(12) W525 (]2)BOB ILD"x3 r0 GIRDER, (4) an'x5TFUN HDT0WALL pMA.ID 2430 OETAL20 2480 (Yb)'10tlx11/A.I PLYALTf RNATE U5F0F 121 XTA4AACCf PTABIE.. (]8 10tle1L2.1 PLYAlTEADIATE USE OF (2)XETA 20ACCEPFr,BLE MIiGTlg♦ 3945 MCI+ 3955 (1)VIP ATE. W HIGH STRENGTH .EPDXY (MIN 12" FMBEDI, III) iM TO WOUDI (1)5/8AT:1 IN HIGH STRENGTH EPDXY (MIN 12 EMBED)(221 TON TO WOOD HUGT2+ 951 XG) 2♦ WEBB W0QD,!1IU, MA50NRYnD3/4AT.R (2)3/4`Ar.R. INHIGXSTRENGTH EPNY(MIN IYEMBEDj(16110TO690O0 HUGTB+ 98W For"10690 W0AD (8) IN, MASONRY(2)314 AIR (21n4A}.R. INDIGHSTRENGTX EPO%Y(MIN I2 EMBED)(16}10d TO WOOL LPrA 15RE VA NICUUO WALL 34>0 Pf0.PEN01NIARTO WALL LTA] 1230PARALLELT0WALT R N ]ziD of PF WALL ¢ LARio p u v w ¢pa R. ( I DIN i1z ( I / 394 - VGT AT FMBf043Otl TOP 63Otl FACE 1210d BAIXOFTRIIIS is l,ll /11 /I) ()B 158 ATR.INMIGHSTRfNGFXfPDXV MIN I2 EMBED 16 �D91443' II/ ( )(1 / NUGY HOOT 952i (3VGT INS ]185 (2)S/b AiR IN HIGH STRENGTH EPDXY (MIFF 92 EMBF0), (B)]Od 2)5/8AT0..INHIGH STRENGTH EPDXY (MIN I2 EMBE0)(32)iMLtl MEN iz 965 MT5.12 990 (141 IN x 1112, C.) 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(10)IOd all/2`TO EDGED, (10) 1WX 33/2TO PLATE (12)IN.J1 In' " T16A _ I020 HIM 1040 (9)INP 11/2 TO TRUSS (A)IMX 1112 TO PLATE JIB) I0d%13/2' MUGTl58PHpIA 4ll5 VGT&HIXW 4940 i 5 "IHRA ROD (281/Dtl TOi0.U53 (10)W53 WC0p5LREW5T0 f�. W/./8 FCEU D 16 SDS IWO'TO WOOD 10114"nRl T'W THREADED ROD 3 YUFS'NAAHEIt'1 PLY I 1 ! .( / / l ,I1 / / MOGT158 PHDRJk' 4111 VGT&HOLD 4990 28)lOd TO TRUSS, (10)W58 WOOD SCREWSTOPoSl W/5/8"THRf4MO ROD 116)-5051%4'.v3'TO 4V0OD,(3)-314"STUD BOLTSW/TXREmPEDRGD.121 NUTWA5HER/$PLV PAU. 2535 6]I1 ABU4M12 23M ]]50 ill) SOB AT,R. IN H IGH STRENGTH E FOXY,IMIN. T EMBED) IN CONIC, 11211fid T OW0C0 Il)5(BeA.T:R.INXIG H STRENGfX EPO%Y,IMIN. ]'EMBfD11Nf OYC.(1111M IU WOW PAU. 2455 16005 ABU 6Q 2I90 18205 Ell 5J8" Ai. R. I N HIGH STREN67H EPDXY, (MIN]" EM BED) I N CONC, L2TIW TO WOOD Ill SIR-A.,,R.IN NIGH STRENGTX EPO%Y, (MIN. T' EMBED I IN CONC. 112116d TO WOOD LTS1G- IYGE CITIES LC, 13]0 (1)SEA-A.T. I IN H IGH STRINGIN E PO%Y IMIN. T' EMBED)) N LONG, RUW TO W0OD (1)3/4' A T.R. IN HIGH STRENGTH EPDXY, (MIN.)' EMBED I IN CONC.,(9110d TO W00D'. USIA IIW LTTU 15M"55 UI HIGH STRENGTH IN]" fM BED IN WELL, x 1-12.TO WGCD (1)3/A AT N EPDXY, 1 ,1 ) / I 2' A.T.E.IN HIGH STRENGTH EPDXY, MINI-NN U. 11tl OWOOD W.l E : ;t1 Hrr4s 41E0 xrl4 445s AiB.INHIGXSTR NGTHfPOY IN]'fMBf01N CONC 181EtlX212' (ll sr8 E x (M ) .( ) / 71/. IS'gYR.INHIf.H51AENGTHEP¢1Y MIN TMBFO IV(Y]NC I]616tlX212' 1 1 /g l f .I 1 / 2 HII45 5005 H75 5090 (1)5/0 Ar R. IN HIGH STRENGTH EPDXY (MIN. ] EMBED) IN C0NC,(26) 1N X 7. in- ill SAP A :C IN HIGH STRENGTH EPDXY (MIN.]' EMI I V WNC, 126116d X 2112" Q uaxpv+ ]4395 HH UU11.Sp5 2.5+ velo .R.I XIGH STRENGTH EPDXY, MIN TO EMBED) ON 24 W53 WQA^ fW5 (}IS AT N ,( INC C,1 1 SCR 11"A.i.R.IN HIGH STRENGTH EPDXY MIN. ID" EMBED) INCOVC. 24 Sgkf aL'S'N'OOO SCRE'tii 1 I. .1 E. I .1 I PHDSA 6525 HD]9 6645 I4I 4/$"A.B. IN NIGX STRE G6 EPCRY'IMIN]'£MBFD)INC0NG(14)W53W0WSCRfW3: Ill]/8' A.R. IN HIGH STRENGTH HIOMY, MIN-2'FMBf D{IN CONC., 1313/4' RUD30LTSTOWOOD TDYA ]8]0 •q,B.I N HIGX STRENGTX EFOXY(MIN P'EMBED)INCOMC I3J]/e"STUOBIXFSTOVroW (2) I/$i.i NFM35%]2U. 25PL ]]30 MBXA a.96/u.a5. 3475 5310 (I)) 2 1-BOLT MIN 6" EMBED &NOT LE65 THAN 4".FROM EDGE OF WNC. W/3/d' pP OW RAMSET/RFp1FA0 BOLT WMINS FM9EDMSTAIIFDINfA[E. 19lN gllpY Wqk D/ 1 1 S ill 3/4'A.T.R. IN HIGH STRENGTH EPDXY, (MIN.6 ]5 EMBEDMBNT) IN CM.V. TOP 1 3%4"4 i,111171 ST1E16FN fP0%YMN,6]S EMBfOMfNT IN fA[E 18lMiOBfM .1 I .1 ) P HV54I2IF 3615 2]IDI1C4M1 HUSCW,W412' 1 DI 3435 20511W#I 3220(125%) 6d TO H fAOER(10) 16d TO WOOD (10) RED TO HEADER(10) IN TO WOOD 33251,7,BG v1 i2 HWlOIf GIU 1 ) 1950 300 HUC410 ICA1V) 18W 45C0 ( 4 "r3"" W535CREWS,I10)UHTO WF& VSP{iQI 3/]6" TAPPFR+.(1011Pi TO WEYEL (]B)]/4x2-3/4 DEFERRER RFWNGEII0CMU,(]Of 1IXliO WOOD: T 2 HD2I0-21F(CMU) .,a 3080. HUC2162 RUMBU) 18W 4500 I 3""WSBSOIEWS 10 10a TO (i$)I/ ( 1 ° Wow U5P (301 d/16"TAPPER+ 10)]M T0WCp> (18)1/d x12-3/4" TITEN(9 PE R FLANGE) TO CMU IIO) BOB TO WOOD HD210-IIFJCMU) Ill IS 5015 DUC2163 ),MU) law 41d (i0)1/4 x3"'.WEB XRfW; Nj IN TO W,DW OSP(2013/16 TAPPERECILD 1WI r0WOW LIED I/4x2-3/4 TREN(9 PER FLANGE)TOCNII 10a T0WCOD'. LGUM261 2125 a. LGUMI 5R 1430 5595 (4)91 Wedgg 361ry A1chorYWC0D(41W33 WCQOXREWS .- (4)318 x 4 PITEN HD ANCHORS IS PER FLANGE)TO CMU,(411/4%Yd/2 SDS SCREWSTO WOOD 1 iH Ili 91 a O U 1- OO m Q O @ ! 7A f1 Revi'wedforCode ompliance EJ3 ° (, I1 A Unlve sal Engineering r: �Q )Sciences IA_ GT Ds( I 3.1 U2 Lo Lo I DI Ujc),,�� Lu CJ1 CJ1 CJ3 = u x II n u = x u u n II x u II = CJ3 0 II I I I (I II II II II II (I I I h CJ5 _ n d u n u ( n u u Ifn u n n = GJ5 EJ7A _ GT 11 Ill 11 11 11 3 1R - 140 ( � I A! I I � i 53.1 Al Ag_ , j I PRE -FABRICATE ROOF - - TRUSSES @ 24" 0. . MAX: - - - v t; -_-2,x U - k. a Ili. i 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. com AA #: 0003325 1i g SURDIV. 8e LOT--,,. - 1 A1A � CREEKSIDE I I I I PHASE 2 / LOT #86 --- - ---- _ _ II PROJECT 22'x IC 04321.200 086R1 I I ACCESS I - MODEL: 4EBB "1828-CALI" a GARAGE SWING: RIGHT l 1 A PAGE: 3.1 I I III I I FRAMING PLAN _ _ - IA 3.1 _ _ _ _ _ _ _ _ 160 MPH EXP. C 1 n 7ARC-HnECT, GT I A5G 1A ST L 3.1 wi �!! �, Q Ci B1 _ _ n n _ _ O FL ul I L =�L I EJ2 _ - - ---- _ 0 I C2GE B2GE 8 7 3.1 3.1 FRAMING PLAN_ S ALE: 14' = V-0 s 7 MAR 2 2 2021` MICHAEL C. ANDERSON IL AR NO T7305 PRINT 03/18/21 DATE: _ � SCALE: 1 411-11 95w 0 k SHEET T ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C; SUBMIT SHOP "ROOF/WALUFLOOR 19) DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" 1) SIMPSON HETA16 TRUSS ANCHOR WITH y„ PLYWOOD SHEATHING, SEE 1 Od x 1 z NAILS TO TRUSS 1 SIMPSON HETA16 ROOF/WALUFLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (12) 16d x 1 z" NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" (9) 1 Od x 1 Z" NAILS TO 6", 8" x 4' 0 MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 1 Od NAILS, 2ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2 x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX, TO ' (16) 1Od x 3 4" NAILS TO GIRDER AND 6', 8" x 4'-0"-MAY BE ADDED CONJUNCTION WITH . ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. `a (2) SIMPSON HETA16 TRUSS ANCHORS W/ I Od NAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 z" NAILS TO GIRDER O/C TO FACILITATE ONE ' ." ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH H (4) e" x 5"TITEN HD TO CMU AND (12) SDS (TO SEE ARCHITECTURAL x GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS ENGINEERED WOOD 4" B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES 9a 24" 0/0, !, 1x2, 2x WOOD FASCIA (2) J-" x 5" TITEN HD TO CMU AND (18)SDS -1" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER C (2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12 O/C FOR REVIEW AND APPROVAL 2x SECURED W/ (3) 16d GALV: COMMON NAILS. (2) J" x 57ITEN HD TO CMU AND (18) SDS 4" x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED ,I MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L•770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1_1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS/ V 1 a 1 b 1 c TYPICAL ROOF SCALE: 3/4"=V-0" GIRDER CONNECTOR(S) 2a 2b 2c SCALE:3'4"=1'-0" �a -• GIRDER CONNECTOR(S) t " 'f 111 s` x Ul- 0 OUTER 1/3OF SPAN ONLY BTM.--j PLATE )TCH DEPTH 1/4*D HOLE EDGE >5/8" HOLE DIAMETER k<2/5*D SGL. STUD AND BORING LIMITS EDGE >5/8" <SDIAMTER /5ED DBLESTUD 6-0" MAX (W/1 X4) OR 10'-0" MAX (W/2X4) 11 1100 UPI IFT SIMPSON III'',M20 W 101Od10 1 HlF,S AND (4) ,1/4" x 2 1 1" 1111 N 2 ANCHORS TO COf'II POIIRED'LINTEI # PI00 UPI IFT (2) SIMPSON H I5;IVI20 INSTALLED ON PRE-ENGTRUSS OPPOSITE PACES OF BLO(;K WALL W/10 1Od IO t T RI IS AND (4) 1/4" x 2 1:4" T 111 N 2 ANCHORS TO CONTINUOUS BOND BEAM CON I POURED LINTEL / 1 ITFN ?ANCHORS MIN. 2" COVER & 2" APART REPAIR F MULTIPLE 3 MISPLA _D EMBEDDED TRUSS ANCHOR Rei iewed for Code Compliance Universal Engineering Sciences I (2) 2X4 No.2 SYP DIAG; 2x4 BLOCKING BETWEEN BRACE W',(3) 12d @ EA. TRUSSES WHERE TRUSS (DIAL. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'n I(.I'.+0''0"tI)"X"BRACE SEAMS).: u I I O G( o (3) ^X" BRACE SECURE x PT. PLATE (u X kHAUE L@ CENTER TO BLK W/ 1/2' DIA. W, X 101ACE DIVIDED EQUALLY ANCHOR 0LT W/2" I HOt (1 PTrFR TO LND. WASHER �ET IN HIGH STRENGTH EPDXY 6" — W uID FASCIA, 1x4hIA(;ONAL ',I I AHCFIITFCTURAL MIN.EMBI:D.AT32"OC BTM. CI I Z�z BRACINi1 SEE MAX. HI I N(, ,Alltl F IRIISS — — SECURE GABLE TO2x8 " PLAN I ()It LOCH PION P.T. PLATE W/ 12d's 8" MAY No I RE `; III I IAt .l< (AS PER -+--' , O.C. MAX,.. REOUIHI 1) IRURS FN(,) CONT.2x SECURED W/ (2) 1 Od's EACH TRUSS TO BE INSTALLED Qa BTM CI I()HD OF 10' 0 O.C.! MAX.' WOOD HO )F TRUSSES ''I F 4('HFDUI F FOR —� BONI) REAM RFQ. / 1x4 BTM. CHORD BRACING 6' 0" O/C - END WN I OR OI HER MAX., OR 2x4 BTM. CHORD BRACING END TYPI CONDITION, IF 10'-O" O/C MAXSECURED W/ (2) 10d DEPICT LO SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIOIVTYP. 6 BTM. CHORD BRACING 7 BLOCK WALL W/ GABLE END --- SCALFs34" 1 (Y PRE-ENG'D TRUSS SCALE: 3'4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING I r 41 IAI ; I RAPS FOR ROOF AND FLOOR CONNECTIONS n At 1 AI I I RNA I F STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS I I n WAI FN T OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES A'; I I IF, ONE SPIFOIF IED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND Fi( t( li I NURSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE I 1 II- CONNECT -IONS (NDICAT ED. AFLAT OR TWIST STRIP IS NOT EQUIVALENT TO - A !;IMPSON 1I10A OR 1.GT2 ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 *t(F ; ALL AT IFIE '..SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE ;I 11tJFC l TO F1 AND 1-2 FORCES. , 11 ALTERNATE MATERI S SCALE. 3/4"=1 -0" IIII 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802 3591 www.abdesigngroup.com AA #: 0003325 1 } SUEIDIV (dc LOT: CREEKSIDE PHASE 2 LOT #86 PROJECT# 04321.200 086R1 H[ODELc 4EBB "1828—CALI" GARAGE S WING4: RIGHT PAGE: DETAILS E 160 MPH EXP. C ,a ARCHrrECT STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRIATT 03 18 21 DATE: SCALE: 1/4"=1'-0" SHEET S3.IA IM ' I a Z( PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM, CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT.. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. OC MAX, G SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX Z.",4 5 N 0 • 4 d A o - PHF.I H(;'D WOOD p TRUSS i I YP) (0 24" O_C_ MAX GONG I'OIIRI 11 I INII I fIUI11VA FOR STRAPPIN(; VERIFY W TRUSS PLAN <I';l (:IIRI D W/(2) 100,, EACH IRl1SS WRI IN',IALLED(a)VI H"O.C.MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL rA,AI I ;14"=V-0" Rewewe for Code Comp)iance Universal Eingineedng Scierrhhces III 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 4 AA #: 0003325 r �1111 BUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #86 PROJECT# 04321.200 086R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: wr DETAILS k� 160 MPH EXP. C ARCHITECT: w STATE OF FLORIDA MAR 2 2 797 MK7HAEL C. ANDEL K)P AR NO 1730� s PRINT : 03 18 21 DATE SCALE: 1/4"=l'-0" SHEET S3.1 e0 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @£A. 4'-0' O.C. (AT SHEATHING SEAMS) q TRUSS (DIAG BRACE TO COVER 5 TRUSSES) x U-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X"BRACE "X" PRE-ENG GABLE TRUSS (1) BRACE @ CENTER (2) "X"BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2xSUB-BAND h FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) ,rM. PLYWOOD SHEATHING, SEE ' "ROOF/WALUFLOOR '. SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d - ENGINEERED WOOD GALV. COMMON NAILS. - TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS ` GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS • SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 scALE:3/4„=,,-o,. W HHIP RETURN Ilk r a' H w z, E3 ,G 1. 4 , �� fI SIDE VIEW VTCR SPACING (1) AT EA, a run w_n^ n, PRE-ENGINEERL_Ld VALLEY TRUSS CONNECTION SCALE: N.T.S. i 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F,. C d Za C ST1 D1V. & iT- C'REEKSIDE PHASE 2 LOT #86 �. . PROJECT# 04321.200 086R1 MODEL 3 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: ;9 DETAILS K I 160 MPH EXP. ARCHFrECT• ? STATE OF FLORIDA Al ,y MAR 2 2 2021 MICHAE:@._ A,171 NO P 03 18 21 DAATE:TE: SCALE: 1/4"=1'—O" SHEET S3•IC y, A' -- ,: �casLE-END "A' GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL( UNrflf r: I nna h1 IFi I MAXIM+PA sI .'.'PEGATF SIZE SHALE - �- STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL,MECHANICAL,ELECTRICAL, PLUMBING AND: SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSEIIi(Irl iIovwlll'•IHIR. - - 2 3E I 2N 3R 319 `3. 2N 3E a ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFF PI 1) ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS`: FBC-R 2020, 7th EDITION '•'- a"`"�` - ACI 318-14, BUILDING CODE REQUIREMENTS - " FOR STRUCTURAL CONCRETE, TMS 402/602-16AISI SPECIFICATION FOR THE DESIGNOF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BAPPIH? NFn9PPr1rIEUNDER rU l 'd MI -ON -GROUND WH V Iq O O O ® 19 COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPED 6 INCHES AND SEALED W11 H V II I1^T1F IIIPF 0 0 V ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: V O 0 O V SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR AL 11.)()N(.FIF I F BEAMS, SLAP';. COLUMNS, WAL V O O V EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CON', IRI IC I FD IN ACCORDANCI WITH ACI 347 La April 21, 2021 O EDITION;"'RECOMMENDED PRACTICE FOR CON( RF I F I'ORM WORK, V O 0` O V 0 ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: '. Planning & Development Services 2R O 2E P TO THE ATTENTION OF THE ARCHITECT. PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATIt)N F IBF RI PARATION. OII (I [HER NON STEIL' Building & Code Regulation Division .1 A --_,- A 'A" OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS HF Y ARL, NOT CON';IDFI tF D TO RE STRUC ARE 2300 Virginia Ave. V O O ON THE TYPE OF CONSTRUCTION THESE ITEMS: SOLOF t IR ALL MAY BE RI I )[FIRED BUT ARE THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING Fort Pierce, Fl. 34982 V O IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND (772)462-2172 V O O V SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS . WELDED WIREMESH: O DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, V O O V TEMPORARY BRACING, GUYS OR TIE DOWNS. - WELDED WIRE MESH, SHALL BE ASTM Al 064 A I064M, (;RAI )E 65 AND BE IIIACED IN ACCORI RE: Permit # 0 O ACI TYPICAL DETAILS. MINIMUM LAP SHALL RE (1NF ;F A(A PLUS TWO INCI IFS. WIRE MESH'' : D.R. Horton Homes OO 0 V 0 THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED. FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3 u; F 0'i A( I I WAY Creekside Lot 86 O O O REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. OOO V V 0�1O Response Letter 0000 V 90 O 0 V 19 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: 2R 0 0/-� 2R TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M ORAI IF JU ILI (a)hi(RF 11 DEFORMED PARS, REBAR SHA V 0 O O Y V GRADE 60 IN MASONRY DEFORMED RARP1, I RF 1 Fft1 IFA (III ,.SCALE. AND It(ISTAND PLACED'-- - DESIGN LOADS: - For the: above listed project, the plans indicate 7/16' V O O O O V O 2R 2R O W/THETYPICALBENDINGDIAGRAMANDRIA(ItIJ(;IIIInll9OFTHEACI'fANDARDSANDSI This is an error on the plans. The correct callout shall be V V CONTRACTOR SHALL SUBMIT REBAR ,Nor 111 UlWINI ; . F t F1 REVIEW PR II IIt TO FABRICATIC AND VERTICAL BARS. SHALL I [I J'tcl II II the C017eCt reference for wind 1S ASCE OO 0 1 O 000 O LAP f � RAI2 NO 11I I 1) FIELD L AP9 ARE SUBJECT TO ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf preSSITTeS 7-16 re V O O O O O O V REVIEW. 20 psf TOP CHORD non concurrent O O O O O V O O 0 V - TYP. MIN LAPS SHALL BE AS FOI I OWS. #1 Itnl t 25" #6 BAR 36" 10 psf BTM CHORD -non-concurrent - II', IiAR 30" #7 BAR 42" V 0 0O0 V O PROVIDE 36" x 36" CORNER BARS PONI-I LF ALA I m11 Y. i API T D AND TIED III EACH BEAM REI DEAD LOAD DEAD LOAD '.. FOR ADDITIONAL INFORMATION. 15 pal TOP CHORD 20 psf TOP CHORD x 3 V V V V V V V �_¢ 2E V V ® V V V 3 a (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL. VERTICAL REINFORCING BARS IN CMI1 1 4 1 I. , 1 IN L BE ANCI-h )HED IN THE FOC kkk 10 psf BTM. CHORD 5.psf BTM CHORD THICKENED SLAB, BEAM OR LIN 111 SI IRPOH I IN(I 1111 WALL AT THI i OF AND EI DEAD LOAD TO RESIST WIND UPLIFT:1 Opsf MINIMUM 10 INCH HOOKS OR BENDS ANI) Sl AlI1 RI GONTIN000S I IiROUGHOUT TH HIP ROOF K--K BALCONY LIVE LOAD 60 psf WALL ROOF WIND DESIGN PRESSURES STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINI u_)I ISI Y I Ai'I'I 1) n I SPLICES ANI I AROUND CORNI WIND: DEADE SPEED POSUSECONDC,RISK ' NET (GROSS) ASCE 7 16 7-16 N E (ASCE 7-16 (FBC R202D) EXPOSURE G, RISK CATEGORY II) CA INTOINTERSECTINGWALLS AND I100K AI I NI I`t. S IAGGER SPLICI ': WHEREVER.P( ZONE 1 = 52.70.PSF (62.70) ,ZONE 3=:60.50 PSF (70.50). LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED ZONE 2e = 60.50 PSF (70.50) ZONE 3e =. 69.80 PSF (79.80).: STORAGE: 20psf, HABITABLE. ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REIN[ OH(JNf ; <, I I I I I I I n1 (�(IMMODATE THI INSTALLATION Oi - - ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80).. AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 51 PASSENGER WITHOUT THE APPROVAL OF THE FN(sIN11171I - ZONE2r = 69.80 PSF (79.80) "A"= VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS:30psf, STAIRS: 4'-0" END ZONE DISTANCE 40psf MASONRY: BASIC WIND SPEED: 160 MPH : EXPOSURE CATEGORY: 'C" RISK : MASONRY CONSTRUCTION AND. MA 11 RAI " J AlII r.l )NI ,IIM WITH Al I k[ OUIREMENTS IT SHOP DRAWING REVIEW: : :. "SPECIFICATION MASONRY STRI I(:I.I IRF`I" i I MI. IIW III III I'ING:CODE RI J, IREMFNTS FOR Should you have any questions, lease feel free P to CATAGORY:II APPLICABLE INTERNAL SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFIGATIUN'• I OI1 hnA'!I Ir.11 rl ''.I I II I .T IJRES AIJN 1 I IrAMENTARIESI. A contac PRESSURE COEFFICIENT: +!- 0.18 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOIN I (; IMMI I I I. I - - - - SiriCex'e COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS; ETC: ALL BLOCK WALLS SHALL BE TWO (T L I. I I()I IOW Oft III I F MASONRY 111 ;ULAR SIZE B0 ROOF DIAPHRAGM ROOF/ WALL/ FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WH Ii Af FHA (: !ail, (;RADE Itrr 2000Il",1 BL CK SH O ALT FOR ASPHALT SHINGLE ROOF, USE MIN 7/16"STRUCTURAL MA ;I )NRY WAI Lei DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWF.F NOTFD I A IIT' III BOTTOM OF � SHEATHING EXP 1NTITI) or EXP PLACING r'r ' ,• I• OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS). ARE. PROHIBITED G CONCRETE FOR WALL ..IIA JMNS. (A I(:r1 I I.I I ,I I) TO FILL MAI !NRY CIF I LS SHP, TILE AND METAL SHEATHING TILE AND METAL ROOFING, USE ROOFING, USG STRUC WITHOUT THE ASTM C-476' AND HALL PROVIDE rA IP u OU E EXPRESS WRITTEN PERMISSION FROM THEENGINEER. IN ALL INSTANCES, THE CONTRACT S O UE A IN U M ( Inl RF , ,IVH STRENU IH OI.3000 PSI AT 29 STRUCTURAL SHEATHING STRUCTURAL SHEATHING EXP 1 (32/i6) .(SEE TABLE FOR FIELD AND FIELD AN DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOI INDAI Ii IN RI AN THE GROFi I MIX SHAI I HAVE 77ty EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE WRITING BY THE ARCHITECT. - COURSE AGGREGATE, AND SHALL BE PLACFD \V A ;III IMP OF 8" TO l0 TJSE ONI Y MECH � Tim ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN TO CONSOLIDATE GROUT: FOUNDATION/ SITE PREPARATION: 1Vfw' Wel C. Andex 2 NAILS @ 4" 0.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS '.. ._ ;� TYPE "M" OR "S" MORTAR SHALL BE FISED EXC:1 I I'IVFI v (IN THIS PR(1lHC'i P,AORIAR NA I i - Fl-da?yr' 111 SIZE HEAD LENGTH DIA. TENSILE STR:- SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 g70,000 RING (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,600 psf, FOOTING S L oPl- 'C %E'd.#�R173O5 PROPORTIONED AND: MIXED AS OUT IINFD1IN11FRA",IN1C270.. HORIZONIAL ANDVE.RTIC, EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT. LEAST 95%OF THE SHALL BE 3/8"THICK UNLESS OTHERWISE NOI1`1) 13F MOVF MORTAR PH( 1I FUSIONS THA1 MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT AL I CIF I t 'a I () HF( TIVE EXPAWM)N. 1 sheathing on sheet SNI. " sheathing thickness and e. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY ANCF t. )RS ANC, 2194 Hwy qlA, Suite 301 Indian Harbour Beach, FL 32937 hone: (321) 802-3591 SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE - REINFORCING. - - www.abdesig ngroup.com CONTRACTORS ON TECHNICAL ENGINEER'S REQUIREMENTS Y ALLTHE AR RE -COMPACTED AND RETESTED N THE T LAP VERTICAL REBAR 6 X BAR NO I4Y BAR I IIAMI 1112!IL, I LN.O. CONTRACTOR SL.EXPENSE, AND AS DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THAT THE ' EXTERIOR SHEATHING 'I, MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION. REQUIREMENTS HAVE BEEN MET SHALL - ' USE 1/2" CDX'OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT BE MADE BY THE GEO-TECH. ENGINEER: STRUCTURAL STEEL: ,u • 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP &': .RAFTER OR TRUSS '. THE MATERIAL FABRICATION. AND ERECTION ( IFS I I "' - 1 RAL STEEL.,( IAL L COMPLY WITH TIII:: • , ... BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT ROOF SHEATHING— CONCRETE:SPECIFICATIONS FOR THE FABF3ICAnc IN ANI) ERECTION OF ST RI Ic:TURAL sTE L FOR RId1 I nrd( L INTERMEDIATE SUPPORTS OR 7/16 ZIP SHEATHING SYSTEM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9 EDITION, BY THE AMERICAN INSTITl1TE OF ,1.F1lCONSTRUCTION : . :•I RLJCTLIRAL STEEL SIIn1 L I1F Y 1 IPA ' (INSTALLED PER MANUF. SPECS.) SEE DETAIL. :. A36/A36M, By = 36 ksi FOR ANGLES,. PI.AIFs. ANI! W ';I IAI'( S STRUC NJNAI TUBING SHA' L BE A",IPA 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy - 46 ksi 1IRUCTIIRAI PILL :;11AII: BEA 1MA1�IAr I. S�3M.(,BADE B;7YPI I III, -- .,3,000 PSI REGULAR WEIGHT FOR BEAMS COLUMNS AND 5" STRU T ,C URALTERRACE SLAB. 35ks1. TUBEAND PIPE COWMNS SHnL.I. RF aINc'RI If Fnl EDJN THE SI I(IP, "IF _ � CONTRAQTOR &HALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA fOR EACH SEPARATE MIX PRIOR70 ANCHOR BOLTS AT THE L N A , n 1 .,.. CO UM R E5 ,I I I n Irs n.107 BOLTS WFI I DOUBLENUTI LEVE1.INu nl I.• I:ROOF'SHEATHING ATTACHEMENT SPACING o o CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5 +/ PRIOR TO THE ADDITION DF PLASTICIZER. OTHER B LT 3 ,:., II O S SHALL BE ASTM F. ur.311. M I ,1 I WI i i (WASHERS uNnr R THE TURN D ELI?rnl r 1 RI � JZONE I', 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" C.G- IN FIELDSHALL BE TIGHTENED IN ACCORDANCEWI I 1111 IF 11If IN (IFF THE NUT PA1.IHOD.mZ a,. NE O 2e 2n 2r: Sd NAILS 4" O.C. ON ED E I LD G AND 4" O.G. IN F E --- - - _ -( CONCRETE SHALL COMPLYWITH ALL THE RE UIREMENTS OF ACI Q 318 AND ASTM C94/C94M OR MEASU RING, URING MIXING TRANSPORTING ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD . , , - ETCCONCRETE TICKETS SHALLBE TIME -STAMPED WHEN CONCRETE IS BATCHEDTHEMAXIMUM TIME ALLOWED FROM ALL ANCHOR BOLTS SHALL BE C=AI VANUE I I `.I 1 1 R(tl I °1 ARE TO BF "• I I EL. - WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED90 MINUTES. IF FOR ANY REASON BUILDING LENGTH D THERE IS A DELAY IN SUCH THAT A BATCH .IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALLNOT BE PLACED. IT SHALL - NOTE: ROOF SHEATHING .THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING NON COMPLIANCE WITH THE ABOVE. - FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: NOTE: GABLES -DROP GABLE END & (1:)ADD'L DROPPED A, 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 1-1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12dNAILS EA. C. FOR CONCRETE NOT EXPOSED SED TO WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS - - - * 8d RING SHANK GUN NAILS @ 4" O.0 TOP & BOTTOM EDGES @J zW Iw Y U = U -� O za Cc a W FAST ER SCHEDULE APPLICATION WINDOW AND DOOR BUCK FASTENERS ^.4F rr'F ":PACIH(' IIFn/qry FASTENER APPLICATION SIZE TYPE - :SPACING REMARKS 1 ASONRY/CONT FURRING V - MASONRY /CONE. I L.q All I IIFVI, 1 n r11\I "" 'N „ p)I : I,A Al )U IOC O ICI( T[ Mp �rtNR1°Cnryr. 1 4 DIA TgPCON MASONRY , NO WASHER FASTENER 8" O/C 1 1/2' E 1 1 BED. C END DIRT, 2" EDGE DIST. ' SGD,. AL. EXT. DOOR'; ix PT, SEE NOTE CA`.F HAr ❑FI IN l -II NFlII / r>"(uN(', [' OP.. Inr,GEUFrI INt•rtip nl i F I Iv I I IBAPAGE DOOR BUCK 30 MPFONRVIC:ONG 4/8" DIA. OR )WASHER . EXPANSION BOLT WASHER 24-O/C(1/2 18" O/C (3/8" DIA) "DIA) 4• EM 3 ED.,4" END DIST., EDGE DIST. WINDOW BUCK Ix PT, SEE NOTFn CA•.FHARr)PNFP,:„1[ NAZI II;'IIINI! 1 Or, ,,A I Ir AI SMAPTo CONTACT THIS E INFER FOR SPAC NG I GELFP IN I IIA 1J, NFl •,;uNO REQU EMENTS TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF F[I _ S EXT. swwc DOUR a (IrDIn. N FI.I. BUCK 2x PT, SEE NOTE (i N I WA`iHFR Fn', fNFR I+ O,r. ❑P.'.I I "Cn a Fnra.Nc W'um 12.: EXPANSION 4' EMBED 4". END I':I - ( V, rt II r NC. 9I nP WIWASH -BOLT 24'O/C DI SIT., 3'EDGE DIST. (a��, 2x PT WINDOW. BUCK PT TO STEEL COL.. SEE n na RAF+ ' I ," - ---- -- - III V NI ;IA WA`:HFfI , Fr"I I'1 NOTE 6 I.Er IFn - NOTES w 0. ¢ o #8 2" DECK SCREWS @ 6"-8"O.C. MAX @ 1. STAPLES SHALL NOT BE USED FOR ANY S inucJ NRAL APPL ICA I II INS CO Lr1 EDGES 12"O.C.MAX. D & O C IN FIELD. UNTHREADED 2. FASTENING RAGE WINDOWS AND EXTERIOR SWlrk; DOORS TO FRAMIN(RRckY, M PI nr, I`f H r,nANL1FACTUFIER'S SPECS nN / R D O NOA `-e 3. ALL FASCIA MATERInL SHALE BE HAND FRAMED MATERIAL ALL BE ANI) U SHANK TO EXTEND BEYOND THICKNESS OF 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR FOLIAL SAME RIAI:AFTER As SPECIFIED HFREIPI W O O SUB -FLOOR U OOR SHEATHING 5.FASTENER: SPACING FOR rHE. BUCKS SHALI. RF HAFSTRICTER HLOL11RFI,AENT.OF IRE NUA I It r,1A(AN-tDE-FAIL FD AHOVF N - 6. WINDOW AND DOOR BUCKS SHALL RF AS WINE OR WIDER AS 111E I DOOR OR WINDOW f IIAr.4b: I I ' I FI 4I AN F X I FRIOR ;WING DOUR WITH A WOOD DOORFRAME. 1x MEMB ARE NAILED AND 2x MEMBERS ARE SECURED W! TAIAI;ONS OR PAF (():THE SLIBSI RAIF00 TYP, 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1 CREEKSIDE PHASE 2 4; LOT #86 ,N PROJECT iM F 04321.200 086R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS ~ 160 MPH EXP C_ "OFFLORIDA LMICHAEL C. ANDERSON " All NO 17305 � ffDET77776/71 SCALE: 1/4"=1'-0" SKEET TYP. EXT. SHEATHING ATTACHMENT