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HomeMy WebLinkAboutBuilding Plans® STATE 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 A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR 6).TTERPRETATION OF THE CONTRACT DOCUMENTS. ANY ASPECT OF THE CONSTRUCTION (AS �'ESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND 9 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. r,&B DESIGN GROUP WILL RESPOND TO ALL WRITTEN �IFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE 'SEEN GENERATED FOR UNCLEAR ASPECTS OF THE `90NSTR1TCTT0N BASED ON THE DRAWING SET. 99 1� , 0 a o 2 8 _.AL 1L___j �_3 �B ."\\00ua�� 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 CRITERIA: ABBREVIATIONS TR /�ptf1 �D7fE7S�IG/�N -FLOPMA ai ING CODE, 7��� RESIDENTH14 ABV. ABOVE LAV. LAVATORY ry�1R.i L7TIT�ON /O� H PaDM A AIR CONDITIONWG LIJM. LUMINOUS \ ADJ. ADJUSTABLE M.C. MEDICINE CABINET -ALL LOCAL AND STATE CODES ALF ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM -OCCUPANCY - RESIDENTIAL, GROUP R3 BD, BOARD M.T METAL THRESHOLD -CONSTRUCTION TYPE - VB CL CENTERLINE MTD. MOUNTED METAL CAB. CABINET MTL. - MIN. INTERIOR FINISH - CLASS B CLG. CEILING N.T.S NOT TO SCALE - BASIC WIND SPEED - Vult=160 MPH CLR. CLEAR O.C. ON CENTER Va5'd=124 MPH CONC, CONCRETET? " PL PROPERTYLIN CTU CARPET P.B- P.J9H BUTTON -EXPOSURE — C C.T. CERAMIC TILE PH. F_jONF. -1-STORY RESIDENCE - D. DRYTR PLT. PLATE RESIDENCE - MAX. HEIGHT AS PER LOCAL DBL. DOUBLE YR. PR. LYWOOD PAIR PAIR -2-STORY D.G. DUAL GLAZED AND STATE MODES DIA- DIAMETER P.T. PRESSURE T REATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DR. I).S DEEP DOOR DOWNSPOUT R.A.G. RE.F. RM RF.Ti JRN AIR GRFLL REFRIGERATOR . ROOM SQ.FT. 1 Cj�, S DTL. D.W- DETAIL DISHWASHER R.O. S.0 ROUGH OPENING SOLID CORE. EXT DR EA. EACH S.U. SMOKE DETF( FOR LIVING 1828 SQ. FT. ELEV. ELEVATION S.H. SINGLE HUNG GARAGE 430 SQ. FT. EQ. EXH. EQUAL. EXHAUST SHE SHTHG. SHEET SHEATHING ENTRY 16 SQ. FT. EXT. EXTERIOR SHWR. SHORTR LANAI 88 SQ. FT. F. G.FX. FIXED GLASS SIN. SIMILAR F.G. FUEL OAS SL. SLIDING TOTAL 2362 rjQ. FT. FIN. FINISH SL. GI, - SLIDING GLASS TER, FLOOR STD. STANDARD FLIFOR. FLUORESCENT SWS SHEAR WALL A/C VOLUME 15120-9 CU. FT. FR DR FRENCH DOOR 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.P. TOP OF PLATE TNTERRIJPTER T.O.S. TOP OF SLAB OL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N.O- UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE, V.P. VAPOR PROOF' HDR. HEADER W. WASHER FIGF. OR HT HEIGHT W- WITH INSUL. INSULATION WD. WOOD TNT INTERIOR W AV WINDOW W'H WATER HEATER W.I. WROUGHT IRON REVISIONS DATE DESCRIPTION 01/26/18 CD's ISSUED 01/15/18 2011 FBC UPDATE _ 01/1648 CD's RE -ISSUED _ 02121AB SIDING ELEVATIONS ADDED 03/26/15 CD'S RE -ISSUED 04/15/18 FOOTING REVISION PER M. 504ES - 0612148 CD's RE -ISSUED 02/19/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE — 03R84'3 REVISED LINTEL SIZE AT FRONT ENTRY DOOR _ 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON (h 04/24/10 REVISED HVAC VOLUMES ON 56FT CALC SCHEDULE (MEL5.) 0642/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL)V 06/21/19 ADDED LED LIGHTS s KITCHEN E 5ATH PER MARK 50WES 01/19/19 ADDED STONE OPTION ELEVATION C < D (TAMPA) 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF 10/25/19 ADDED OPT. V-0- CEILING HEIGHTS _ 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS_ _ 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09R0 OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER 04/OWO OPT. 8'-O' CLG. HGT. ELEVATION 'G'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS V 4 'M' (ORL) 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) 01/01/21 2020 FBC UPDATE 2161(t, INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl-COVER SHEET PG GN-- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PIS P1-PLUMBING PLAN PG Ml--MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAIS-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG PG S2-LIFT BEAM PLAN AND NOTES S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES RECEIVb PG S3-FRAMING PLAN PG S3.1A-DETAILS APR 3 0 2021 PG S3.1B-DETAILS PG S3.1 C-DETAILS ST. Lucie county, permitting PG SN1-DETAILS Reviewed for Code mpliance U a! Engineering 'xf. �crrceS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT# 04321.200 013R1 140DEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 2 4 2021 WHAEL C. ANDERSON AR NO 17305 rscaav . DATE: 02 26 21 SCALE: 1 /4"= l' - 0" SHEET CI WENAL NCB 1 ES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDEN AL(FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS AR UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TOW RK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURI OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. TH SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURI CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GAMES ANU CARPORTS 1 GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS iTHAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING I HE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED1 OF A MINIMUM NO. 26 GAGE (0,48 MM) SHEET STEEL 11" MIN. RIGID� ON -METALLIC CLASS OR CLASS 1 DUCT BOARDOR OTHER APPROVED MATERIAL AND SHALL HAVE NOOPENINGS GARAGE, OffEWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, P11 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN I/2THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El, THE BUILDING SITE SHALL BE KEPT DRY 30 THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. TIMBER 1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1 I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D! TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) El. APA - THE ENGINEERED WOOD ASSOCIATION: J. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXIF'OSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. i PLUMBING 1 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINESISHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, REQUIREMENTS, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATEDiNITH 1/2" AMAFLEX, 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS [SHALL BE FLUSH WITH GRADE. COUNTY BUILDING AND ZONING CODES. 1 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP I 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. DRAWING, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EMMOR WALL COVEWNGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCIR TABLE R301.2(2) AS MODIFIED BY FBCR BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULESAND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." -FtIl-R-FINSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, ;/8" THICK, OVER FRAMED WALLS APPLIED r)%/rP D CIPM PArk/r:r) METAL LATH OR WIRE CADDlf- LATH AND WITH TkAl 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT, THAN 2 COATS lVIT THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. ',J LAYERS Ur VAPORAU I LESS 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, A, STM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1 063-19a & R703,71, ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP S�CREED DETAILS CONDUIT PENETRATION DETAILS CASING PEAD DETAILS DRIP EDGE DETAILS CANTILqVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. ffI%RK)R CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114w TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code COmpfiance Unwe,spj Engineering G9 sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIEV. & LOT",,, CREEKSIDE PHASE 2 LOT #13 C YB PHASE P_ 04321.200/013RI MODEL: OIDET� 4EBB "1828-CALI" j GARAGE STnNG. LEFT ]PAGE: GENERAL NOTES it la 160 MPH AHC"Hi f cr: FEB 2 4 2021 MICHAEL C. ANDERSOF AR NO, 17,105 jc_AAN z DATE: 02/26/21 SCALE: 1/4"=f-O" SHEET GN x, m RM-MIN"ININ 11`7��_ 7, __ T _7 7�,,,�P -17 77 77 m 7 FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 m A, N I 0 3'-41, IMAM (2) 3052-SH EGRESS BEDROOM #1 8'-8' CLG. 16'-0" (2) 3052-SH LANAI W-V CLG. 101-011 ® 6ID68 SiCx.D. DINING ROO...� B M 8'-8' CLG. I Al ry 4'-8' ? 0"I m 6'-6" 4'-4" 7'-E2 6'-II" V. q� v � ti• Q WC. IR-ISH BATH #1'b �, I C.---,-------------- ®Q 8' 8 CICs I ?� 8' B1GLG tar V ---- -- b36 36'x6ID' SHWR PAN V. C. I •�ill--- -- W/ ENGL a) I " i e i bPT l NRE9 -5H IR-ISH J SINK 1024 2'-8" ii 331-0" sb36 IR-ISH -- i ii o QLABUg111NDRY W-V CLG. Al ro Z.S 5'_8" 6' 0" ti 2 I Ri 0 6 -a A b36 RANGE b36 PAN. m BEDROOM#4 f I LL"1=_ ?a ARCH V 3-sH DEN -_- _ 8'-8' CLG. V I CO. C N I V> I I Q xi a 8 -- -- I'-0- 11'-8 � e-4' 3 l -6" v 1 z -8 r 111-011 IRA/ R a �' CDBEDROOM M 8'.8' cLG MT I I 31_8 0-511 3,_4 LIVING ROOM 8'-8' CLG. I WH. @ 22il- i ATTIC L ACCESS j � II � II �UUII B LAV. BOLLARD ql I AI UI> q/ AS REQ. PER BLDG. I I CODE GARAGE @ 8'-81CLG V BFOYER 31 Ul 0 ro ? 3&'X12' 4i I I,n TRANS. — — o 5 1/2" 3 5 5 1/2" ENTRY a aI 8 -8 CLG , m I �- - - - - - - - - - - - - - - - - - - - El -0" 4'-411 BATH #2 8'-8' CLG. BEDROOM #2 8'-8' CLG. ( EGRESSSH ❑2 10'-2" 14' - 0'' ❑3 11 ,T f FLOOR PLAN SCALE: 1/4' a 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 1 3/5' (35 MM) IN THICKNESS, SOLID ORHONE:YCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL_ HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATI l ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE: RESPECTIVE PRODUCT SPECIFICATIONS OPkT1ING OVERHANG SEPARATioN_U-VALUE BHCvC 4'-10' 0'-4' 32 .25 1'-0' _ 3'-2- 35 ]9 0'-9' 35 79 83 32 35 ]9 0'-9' 35 ]9 1'-0' 0'-9' 35 Z9 SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ- FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.E CU. FT. CO11'01ENIT MD CLADDNQ SW LOADS BASIC WINO WOM FOR 3 SECOND QUSIS Ol"EN" AND TYPE SQUARE FOOTACf ZONE W kft WILD No RaU+fi(S MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 8010 O.H.D. 56 5 29.1/-313 12'x12' SOFFIT 1 5 313/-49.S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 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. CONTROL DATE: OV01121 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. 4 Q C C a 0 u O ARCH DTL. B SCALE: 1/2 = 1'-0' Reviewed for Code Compliance Universal Engineering e Sciences 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 BLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT 04321.200 013R1 MODEL 4EBB "1828-CALI" GARAGE BVIMG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA DBL. FEB 2 4 2021 TOP PLATE 0 MIC1-IAEL C. ANDERSON m AR NO 17305 PRINT 02 26 21 �I DATE: / / SCATE:1/4"=1'-0" BAR DETAIL SkMET Al - - - - - - -- 1 - - - - EQUAL TO CONTROL JOINT (TYPJ —- _—_—_—_------ U FYPON LV12X24 EQ. EQ. OR EQUIVALENT 8'-8' BRG. I4CzT OPT. COACH LIGHT a 0'-0' FIN. FL Ell 12 6 HER, EQUA_ TO CONTROL JOINT y� (TYF.) N EQ. EQ. �onso loss IIII 00- 001111m 1 FRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 ME 0'-0" FIN. FLR. SHINGLE ROOF FYPON 5KTIIXI7 OFZZ EQUIVALENT 8'-8" BRCS. I-IGT 16'X62' FYPON 45 DECORATIVE SHUTTERS OR A EQUIVALENT I� 4' RAISED BAND (TYP.) 0'-0" FIN. FLR_ OFF RIDGE T 8'-8" 5RG. kCzT. WA 0'-0" FIN. FLR i OFF RIDGE T READ ELEVATION SCALE: 1/4 = 1'-O' TEXTURED FINISH -8" BRG. HrZT. F-1 -------------- - - ----- ---- - ------------ --- 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8l_8 BRG. NGT.,i,_-I --- ---------------- - — - — - ---------------- - d r. N 0'-O' FIN. FLR. RIGHT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH -8' BRG-_ F IGT, -0" FIN_ FLR. �8'-8" BRG. NGT. 1' -0"� 4B A I TYP. II 0" FIN. FLR. 0 t0 (\ ¢ Viler-4' �) DECO. DTL. A SCALE: 1/2 = 1'-0' MODEL 1828-CALI-4EBB AREA OF ATTIC = 24SO SQ. FT. NETFREEVENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 2450/300 - 8.17 SQ. FT. &17 = 1176 SQ, IN. MIN, REQUIREDVENTILATION = 4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. FERVENT (netfree area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL# OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIT 6T20 Reviewetl for Code G,rn�yhence. Un+versa� Engmeenng a] Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 8 DIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "D" 160 MPH EXP. C FARCH'MCT ATE OF FLOR DA FEB 2 4 2021 MICHAEL C. ANDERSON IIIIIh AR NO 17305 PRINT DATE: 02 26 21 SCALE: 1/4"=1' - 0" SHEET A2 D ELECTRICAL LEGEND S'rM OL DEFINITION NOTES ---�-1 125V OUTLET 20 AMP SINGLE POLE ��/ 110V OUTLET IIOV OUTLET 1/2OF WIRED ITC TO SW44 ITCH IIOV OUTLET APED uVG1TAM GFI INT'ERUPTER !TAMPERER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EJCr. WATERPROOF FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER u/4 SWITCH 4-WAY OPER I� WALL MOUNTED r LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECE88ED CAN eVENT. FAN I CFM PER SQ. FT. VENT. FAN W/LIGHT I CR7 PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 41X2' ESCENT FLUORD WRAP ® LIGHT AROUN AROUN (RECESSED) ® 4'XZ' FLUORESCENT LIGHT 2-BUL5 WRAP AROUND (SURFACE MNT.) k� T FLUORESCENT 4' FLUORESCENT +�44 U D 4' TRACK LIGHT 0 PANEL Illas METER BAIT. BACK-UP OSMOKE S.D. DETECTOR W/ NARDWIRE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE ® S/CO CARBON MONOXIDEi SMOKE DETECTOR GATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATTUR L GAS OUET ► TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING 8E d' u ' HU ON DISCONNECT THIS SHEET YV TELEVISION JACK CEILING BOX REQUIRE O J-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTICINI CEILING BOX REQUIRED TO BE SUPPORTEDTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP Ano 36' INCANDESCENT LIGHT STRIP nnnnnonn 0 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY a KEYPAD Pill. PU814-BUTTON FOR CHIMES UM PORT • LOCATION OF TV JACKS t PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a 18LAND MOT 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 MI5013 FBCR 1TH EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERRJPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD &HALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF POOR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). . ALL LAMPS SHALL ISE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER Far ENEMY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. lth EDITION R404) COACH LIGHT ELECTRICAL PLAN SCALE: 114' = 1'-0' W P Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER 3-41CuTHWN&1-#6Cu(G)in11/2"C. OR 3-#2/0ALTHWN&1-#6Cu(G)in11/2"C. Wire Pole Bkr Description Watts Circuit Circuit I Watts Description Bkr Pole Wire #12 1 20 _ Exterior Receptacle GFI for TUG _ 1 1200 1 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 _ Space ___._ 6 5304 _ _ A/C C.U.-1 _ 35 2 #8 Space — --- 1 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120124O V -1 Ph MAIN: 150 Amp M.L.O. FEEDER, 3-41CuTHINN&1-#6Cu(G)in11P2"C. OR 3- #2/0 AL THWN & 1 - #6 Cu (G) in 1 1/2" C. CEILING MTD. LIGHT TO 5E Wire Polo Bkr _ Description Watts Circuit Circuit Watts Description Bkr Pole Wire INSTALLED, #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 PROVIDE #12 1 20 Microwave Hood GFI 1800 3 4 J-SOX FOR #12 1 20 _ Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 OPT. FAN #12 1 20 _ Refrigerator IM0 7 8 #12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer /Hall Bed. #2 & #3/ Bath #2 :Lights AFCI 900 13 14 :5000 Dryer. GFI 30 2 #10 #14 1 15 living Room, Lanai lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 1 #12 #14 '1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry! Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 ___ Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 900 Bathroom #1 AFCI 15 1 #14 Space 27 1 28 900 Exterior Lights and Recept GFI: 15 1 #14 Space 29 30 1000 Irrigation. controls only 20 1 #12 ____ Space 31 32 Space ____ _ Space __ 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C AHU-I 5525 39 40 Space {Heater 5 KVA at 65% 1 41 42 Space Load subject to demand factor calrulatia's I line 16000 27600 Load subject to demand factor calculations; line Demand Factor Calculations Total load subject to demand facto- 43a)o ABBREVIATIONS: ' — AFCI: ARC FAULT CIRCUIT INTERRUPTER First 10000 •.vatts at 100% 11X100 NQ NON -COINCIDENT LOAD Remaining watts at 40% 13440 GFI: GROUND FAULT INTERRUPTER Connected load Watts 34269 Am Ps (watts / 240 volts) 1428 LOAD CALCULATION IS BASED ON AVC NON -COINCIDENT LOAD Total A/C Square Feet _ _ _ _ 1828 General Lts & Rec 3 W / Sq Ft. 5484 Hi -Hats 1 at 654VA_ight at 100% 65 Total General Liahts & Rec Watts! _ _q lGeneral Lis & Rec Panel A 1 91 6171 55491 LED LIGHTING C� DOUBLE LAV. BATH *I 150 At -IF ELECTRICAL RIS3=R NOT TO SCALE. GENERAL NOTES - A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION C2¢ir LOCAL CODES, AND ALL LOCAL POWER COMPANY RECIUMEMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWJ UNLESS NOTED OTFN?RWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE &ECONDARG ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 00 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. R,wewed for Code Co-Ptiance Universal Engineering Sciences o 0 I � I LED LIGHTING @ SINGLE LAV. BATH °2 PROVIDE 342/0 CU, TWUN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THLLN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER N I MP 4AW NEMA 3R ENCLOSURE PANEL IBC A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT —� 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/8" DIA X & FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. ee LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT- FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02/26/21 SCALE:1/4"-1'— 0" SHEET EI AA.V.L 2r� PLUMBING PLAN SCALE: 1/4 = V-0' KITCHr=N SINK W/ AUTO VENT w/2' VTR J "I I I 0 IN HT) (ALTERNATE LEFT) PLUMBING RISER DIAGRAM E9Reviewed for Code Compliance Universal Engineering Suences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SVfMG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA �-- FEB 214 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 6 DATE 02221 / / SCALE: 1 /4"-1' — 0" SHEET pI MECHANICAL PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Relie'"led for Code c.,mpmance 19 Umves,: Engineering Sciences SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT# 04321.200 013R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C FEB 2 4 2021 DA 02/26/21 SCALE: 1 /4"=1' — 0" SHEET m 1 r 7VA 1/. C1 ATE PER_FLR �— 3 5/8' OR 5 3/5' 1/2' DRYWALL TOPPLAN CHANNEL (25 A GA.) PRE-FAB TRUSS 3 5/8' OR 5 3/8, 1/2'DRYWALL 1/2' CLG. BOARD METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED iN WALLS 3 5/8" OR NOTE: STUDS IN RECEIVING UPPER/ 5 3/8, PARTITIONS SUPPORTING LOWER CABINETS BOTTOM CHANNEL 5 DIA. SLEEVE, 1/2' DRYWALL WALL HUNG PLUMBING AND METAL OBEWER 25 GA. METAL TO BE (25 GA.) DO NOT CUT FIXTURES AND WALL INSTALLED IN ALL SECURED REBAR -' C��SEAL CABINETS SHALL BE NOT OTHER WALLS. STUDS TO GONG PIPE LESS THAN 2x4, WHERE TO BE SPACED 16' FLOOR W/ SPACED NOT MORE O.G. AT 2ND FLOOR 3/4' PAF d BOND BEAM DO NOT CU-r -I k PVC SLEEVE FOR GAS LINE SECURE 2X4 WOOp WALLS ADJACENT t0 TO WOOD SOLID GROUT THE BOND ATEE TO SLAB STUDS •24' THAN 16' O.G. OR, NOT STAIR WELLS AND FLOOR W/ W/ (9- 05 BEAM 14' G'T. U_ eo. W/ IOd MASONRY O.C. LESS THAN 2x6, WHERE BATHROOM WALLS W/ 1/4' WOOD SCREW (2) COURSE _ __ REBARS -WOOD BASE NAIL • 32' o�C. SPACED NOT MORE TILE FINISH MAX THAN 2411 O.G. WOOD BASEBOARD " CONC. SLAB . 0'-0. .a ". FIN. FLR 1—STORY FINISH FLOOR TYP.INT. WALL METAL STUDS 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 1 TYP. INT. WALL NON-BRG. 1A NON -BRIG. D1 SCALE: I/2'=1'-0' D1 SCALE: 3/4 -1 -0" SCALE,i— D1 SCALE:3/4'=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8, GYPSUM B1 PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD PRE-ENG TRUSS \—SEE ENERGY CODE FORi'1S FORD INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE O„ PER ELEVATION 2x FASCIA PER TYP_ ELEVATIONS o.H. VENTED SOFFIT — R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS ® 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED �� . 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR AV ._ " a a. d ' d ' a H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 90E.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=11-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6-I5-i FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. 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. FLRR 8' CMU — 9 11 � 2X4 SPF 24' O.G. MAX. SECURE W/ (2) 126 NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- —STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS —PRE-ENG WD. TRUSS __ PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR -- INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' — HIGH STRENGTH CL.G. BOARD R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 0 24" O.G. I/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL - TRACK BRACKETS FASTENED TO Ni1 WOOD JAMB PER PRODUCT CIALV. STEEL APPROVAL REQ VERTICAL TRZ MIN. BY MAUF...SLIDE FASTENED TO TRACK BRACKETS Ili W/ PRODUCT APPROVAL REG. Ill. WE a, CMU SEE STR ICTURAL FOR REINFORCEMENT 2xb P.T. LLID ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL RE[a. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANW.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 J SCALE. 1 I/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. 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 r: ON SHEET SNi. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0 - 0' FIN. FLR A, . d . -A W WINDOW OPENING TYP. WALL SECTION ,� NO OPENING 5 1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'-1'-0' R@V'@W ?el for Code U01aU91 r1�1 1 SrIgIr79lring bo1gn�. 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. Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestration products shall be sealed at the ,juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, AST" C1281, 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 -714. 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.abdesigngroup.com AA #: 0003325 J SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE STPING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO V305 DATE 02/26/21 SCALE: 1 /4"=1' - 0" 31-MET 11) 1 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 1/0' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 SECURE 2x4 ONE' FLAT TO ELK a 0 W/ MASONRY NAILS. g1DE6: 2X6 GARACsE DOOR BUCK SECURED 0 W/ (5) 1/2' X 8' J-BOLT OR ANCHOR no BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN S' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. of 121 1 1 1 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURJER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 1x4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO 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' OL. MAX SPACING 8' CMU 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 +3/4" OR +5/4" A_ WINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAF'CONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 10' D.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 S' OF EACH END 4 18' O.G. MAX SPACING. LA S' GMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" n-R WINDOW TO BLOCK +1 1/2" 2X4 CM - SECURE TO EsLOGK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN B' OF EACH END 4 V O.G. MAX SPACING. 2X6: CEM 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' D.C. MAX SPACING. 2X8: MEMO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER 11/16' OS$. 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 1/49 DOOR JAMB TO BLOCK +1 15/16" �` W TO BLOCK +1 15 16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.G- MAX SPACING. 2X6= SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X8: CIEM 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.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 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 +2 1/4" r W TO BLOCK +2 1/4" 2X4: ZI SECURE TO BLOCK W/3/I6' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3AV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/I6' 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. 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" E . , 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 10' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAF'CONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 190 O.G. 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 18' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING: 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO 8' O.C_ MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" .. F 2X4: IZI 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. 2X(2: 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: CEC3 SECURE TO BLOCK W/(2) l/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1147 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. -- 8' CMU �"�j 1/2' DRYWALL ELJI I'X4' P.T. NAILER 1AV 0.5.5. 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 1/49 DOOR JAMB TO BLOCK +3 7/16" 1VINDO�Y TO HLOCK +3 7/16" 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) l/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: CEM 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.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. Reviewed for Code ED Compliance Universal Engineering Sciences I NI e' CMU 1/20 DRYWALL ❑ I'X4' P.T. NAILER CMU 1' P.T. X 4' MIN. p :: ' y. ':• }' DRYWALL w r DOOR CASING ti_._.._._}:: IX FURRING 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 +3 3/4" H WINDOW TO BLOCK +3 3/4" DOOR FRAMING 2X10 TO 8-1/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK �', REQUIREMENTS rasa 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 slillll SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 02/ 26/ 21 SCALE: 1 /4"=1' - 0" SHEET D2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' OZ. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP_ SECURECONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED in "I' O.C. MAX VERTICALLY 7 THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED •1' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER al, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER To LATH SHALL NOT GAP rnN. SE CONTINUOUS �' roe MM. b' TO e' MIN 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 CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: TEERS FOR LATH TO BE NAILS OR / StRUCTURAL STUD 1N STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 19) 0.0415' WIRE 3. BLOCKING SHOUN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWARD a PT. A OI. FOLD INSAIR92 • PT. A 2. CREASE a PT. B 3. CREASE 0 PT. C ® ®FOLD • TT- SHNGLE ROOFNS DRIP EDGE= OVERLAP 3', EXTS?ID In, BELOW SHEATHING, MECHANICALLY FASTEN 4' Or— MAX OL FOLD INU ARD PT. A 2. CREASE • Pr. B FOI •q iJ OL FOLD INWARD PT_ A 2. CREASE • Pt. B 3. CREASE a PT. C 4. FOLD PT. C OVER FT. B TILL PT, C TOUCHES BOTTOM FLANGE FLANGE L WATER TIGHT SEAL. FOLD, QQ b4m CUT. ii' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) WRB LAYER *2, FORTIF15ER BUILDING PAPER miswi E ONLY) WIRS LAYER $1, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING URAP OVER NAILMG FLANGE, STOP WRB APPROX I k' ABOVE SHNGLES (FRAME ONLY) MR" OR CMU EJRERIOR vtvxeiui i wsaan SxS WALL FLASHING ..�QO r KICK -OUT FLASHING (SEE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF W o VERTICAL LAPS (ROLL ENDS) 1 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE t" MIN. LAP a METAi LA-14 1 —r 1 6' MIN PAPER LAP 5ELOW ONLY LWRB LAYER 02, FORTIRBEI' BUILDING PAPER SCALE: 1 1/2'.I'-0' ® KICKOUT DETAIL LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP BHEATHINKs SYSTEM PLASTER BASER SHALL MsTALLED PER MANUF. SPS-CS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0jV415-IN (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM G1063. NOTE: THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER Will LAYER w, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M .L F. SPECS.) 4 6' MIN. LAP Ne' LAP a LATH 3" LAP PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS PEEL t STICK MAY M PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER woop. 6I=1`5694164 OR CMU -WRB LATER 01, STUCCO WRAP (FRAME ONLY) " THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED _z 5"X5" "L" TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4< WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIhE 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP m INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECT ION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP "2 SEALFF-- D"ERIN3 MEMBRANE 3)� F"I1"::�ENETRATI011 N.T.S. WRB LAYER 7, STUCCO WRAP — WRB LAYER •1, FORtIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. 3JiR' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-1 Bb. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL CFRAt*' IE Reviewed for Code Compliarlt:a Universal EngihaeflMg Scietj�g DRAINAGE PLANE (WR5 L_)4YER 1*1/ 5TUCCO WfRAP) WRE3 LA4YEiR #2 (r-OfRT11=15ER—'—'—'—'—.— 5UILD INCH I=AFEIR) 1"1ETAL LATH X X X X ,. WOOD OR 1/16II Zlfi= WALL SHEATHING SELF-ADHESIVE FL45HING — — — — — — NOTE t*"iETAL LATH: LATH TO 8E FER SECTION R703_11 / A57-1 C-B4744a, 1"IIN. 2.5 LBS, FER SO. ,r ARD (UTIL IT�r OfiR N01„IINAL LATH DOES NOT 1�'IEET SPECFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321, 200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT- FEB 2 4 2021 MICHAEL C. MDERSON AR NO 17305 J DATE: 02/26/21 SCALE: 1 /4"=1' - 0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES l WRB LAYER 01, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. 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, Y4' CAULKING m JOINT ALL AROUND Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. \-- HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH �— WRB LAYER o2, FORTIFIBER BUILDING PAPER WOOD SHEATHING T (FRAME"' LEGEND DRAINAGE PLANE (UJRS LATER 111, STUCCO WRAP) UURB LAYER #2 (FORTIP15ER — - — - — - — — BUILDING PAPER) METAL (LATH x—x—x—x STUCCO a.:. WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE = METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84i-14a, MIN. 2.5 L55. PER SQ. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. 1^'IETEF VERIFY LO (01DR BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6" SELF ADHESIVE — FLASHING (INSTALL F'ER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION SEALANT A s' CMU TOP 4 SIDES —� ( BLOCK) it / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N_T_S. ,firC=H ICJ STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "'��� "� ^�"�" ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O 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 MI, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER &i0 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5T 1 ;*1 STEF #3 '1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING �WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 1/8' TEXTURED ;,-,FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a l' O.G. MAX %' TO J5' MID -WALL WEEP SCREED �a WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING: V FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP APPLY 60 MIN GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP A WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E F # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5 T F F) *�? -06 T E f= :10- ELECTRICAL RECEPTACLE Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 AN Uv ss\. SU13DIV. & LOT: CREEKSIDE PHASE 2 LOT #13 JPROJECT# 04321.200 013R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 4 2021 MICHAEL- C. ANDEF11SON AIR NO T7305 ras,ATE .av i D02 26 21 SCALE: 1/4"=1'-0" SHEET DRAINAGE PLANE (UJRB LATER #1, STUCCO WRAP) LJRB LA`r'ER 012 (FORTIFIBER - ...... - SUILDING PAPER) METAL LATH x x x x STUCCO WOOD OR -1/16" ZIP UJALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2" 141C �OR]N-ER BEAD CORNER BEAD (FASTENER 4 SPACING a I" O.G.) Cl" IU 1/2" TNICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0) RLOCK 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT# 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I ARCHFFECT STATE OF FLORIDA WCHA�Ct.ANDERSON AR NO 17305 PRINT 2126 DATE: 02 / / Reviewed for Code Compliance' .Universal Engineering ED Sciences SCALE: 1/4"-1'-0" 1 SHEET ■ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (1=ORTII=I5ER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE 1=LA5HING - - - - WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 i r WEATHER RESISTIVE V gB(ARRIER SIDING W%6xRO%LAP Al- r W SELP-ADHERING IL IL 9 FLASHING d 1 0 \ STARTER STRIP \ I \ o�uir 1G OR \ SEAL 1 GALV'D METAL Z' FLASHING 1 Yi X Co' SIMULATED WOOD TRIM MEMBER STUCCO CASING ` \ \ 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER •2 0/1 6' SELF -ADHERING / FLASHING GALV'D METAL Z' FLASHING DO NOT CAULK OR SEAL OPENING BEAD \ / I Ya' X 6' SIMULATED %.: WOOD TRIM MEMBER \ SEAL GAP W/CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO C9) BLOCK TO FRAME TRANS ITIO N WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 HEATHER RESISTIVE BARRIER 02 T Y♦' LAP SIDING Ill%6' REVEAL OR , / 6' SELP-ADHERING BOARD t BATTEN // r L FLASHING 6' SELF -ADHERING I < WEATHER RESISTIVE FLASHING BARRIER M STARTER STRIP 15ARRIIERR 0RESISTIVE \ DO NOT CAULK OR I \\ e o/ W SELF -ADHERING SEAL OPENING I / FLASHING GALV'D METAL GALv'D METAL 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION STUCCO CASING :A / BEADHARDIE TRIM PER t..ISTUCCO ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT CASING BEAD SIDING TO STUCCO CC BLOCK TO FRAME nTRANSITION Reviewed for Code Compliance Universal Engineering 11 : Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATIE OF FLORIDA 1 r FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0" STREET 2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN Pr-=L 4 STICK DRIP EDGE -1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH -9 CMU �1 1` I` I, I I 1 1 1 METAL FASCIA WRAP Y8' FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) NOTE. NOTCH FOR 2X6 SUB BAND ONLY 1 METAL FASCIA WRAP 2X6 SU5 SAND 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH 1 \—WOOD SHEATHING OR CMU :I WRB LAYER 01, d# STUCCO WRAP (FRAME ONLY) WR8 LAYER 02, FORTIFI5ER BUILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �— 1i/5" TEXTURED FINISH 1w WOOD, 1/2" TEXTURED FINISH 6 CMU �— 2x& SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. 8U5 BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/126 NAILS -S" O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH 6 END METAL FASCIA WRAP RIP EDGE EXTERIOR WALL (FRAME OR CMU) SU13 BAND DETAIL G) WALL SUB BAND DETAIL C) WALL _W /KIQ 14CU OUT FRAME OR CMU 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/I�Hx4" 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 50TTOM OF DRIP EDGE 2x SUB -SAND W/IYz"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Cv' im,ersal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SX BDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT# 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHFFECT STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 rnaan-. 216 02 2 DATE: / / SCALE: 1/4"=V-0"' SHE�E�(TT ///�� �p/��� V Y L � V oro o�� FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES #5 BAR, OINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12.SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6 =36"). AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOUL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Film = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER a OF SLAB SUPPORTED T-b" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - (2) #Ss (+)0"-0" FM-12x12 12" CONTINUOUS 12" (2) #5's + 0"-0" FM-12xl8 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FMA6xl8 16" CONTINUOUS 18" - (2)#5's (+)0"-0" FMC-12x18 12" CONTINUOUS 18" (2) #5's VARIES F:-24x24 24" 24" -12" s s _ (_)0„14„ FOUNDATION PLAN SCALD' 114" = V-0" SECURE A/C SIMPSON WB STRAP TO UNIT ROLL STRAP OR CONC, W/ EQUAL @ EACH TAP —CONS C2>CORNER OF TAP—C UNIT CONCH `SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 HWY AJA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 MOI IEL: 4EBB "1828-CALI" GARAGE S WING: LEFT k_;7.T"4 FOUNDATION PLAN 60 MPH EXP. C ARCHr ECT: STATE OF FLORIDA FEB4 4 2021 _ <, MICHAEL- C. "ANDERSON AR NO 17305 r.cciar A DATE: 02 26 21 SCALE: 1/4"—f-0" SHEET S 1 IF STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS U) z T --- 8" CMU WALL 0 M < e Ll eSEE SLAB SCHEDULE EXT. PORCH SLAB A 4" CHAMFER (1-STORY) W/ V2" ISOLATION .< 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z " SEE SCHEDULE g FOR WxD, BAR SIZE AND BAR QUANTITY +_ 0'-0" TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18' #4 24" #5 30" #6 36" r,,__�EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- , 4" 0/C BTM. LAP TO OWS C ROVER STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL LAB #0 TOP OF S IN SEE SLAB SCHEDULE TOP EXT. PORCH SL� 4" CHAMFER (1STORY) W! 1/2" ISOLATIOea6" CHAMFER (2-STORY) JOINT (WHERE • SEE SCHEDULE APPLICABLE) FOR WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING 2 @GARAGE SCALE:3/4"=1'-0" oa 2" CAPPED j U) NEW REINF. BAR GALVANIZED PIPE O Q I SECURED W/ 2- PART W/FLANGE @ BASE n J EPDXY. MIN. EMBED Q 8", UNO FOLLOW ALL MANF. S ( SPECIFICATIONS FOR Q USE AND = 00 PREPARATION OF SECURE FLANGE TO � v 4" 4" SLAB W/(4) 1/4" X 2 1/4" Z HOLE. TAPCONS W K NV SCALE: 3/4"=1'-U VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK G RE B . PLATE TO LA d MASONRY NAIL TAGGERED. ZONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE Z 2' co ® SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4"=V-0" (NO LIFT) 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 4n 1 SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS S" CMU WWAIL/` 7/ SEE SLAB SCHEDULE "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 SCA :3/4"=V-9' 30" MIN. EACH WAY — - MONOLITHIC FOOTING o b > Pp T P pPTP. Q Apo v. eo. s > v Ip p P_ �n IavL FM CORNER BARS. SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH •' $ " I WAY AT ALL CHANGES IN DIRECTIONS ..> p SO THAT THE STEEL REINF. IS CONTINUOUS P MATCH AMOUNT OF CONTINUOUS BARS v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS). LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING - WALL W/ SYP No 2 STUL S SEE PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ IOd x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" +_ 0'-0" 1 TOP OF SLAB SCALE: 3/4"=V-0' VERIFY HEIGHT OF WALL W/ PLAN BLOG/11 RX0PLATE. TO SLAB W/ D GE ANCHOR W/ 2" R SET IN HIGII STRENGTH Y 5-1/2" EMBED MIN. @ 16" OC SLAB SCHEDULE. <. °a r e . e � '• a .a •e EQ. 1 EQ. SEE SCH ULE FAOR WxD. BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WF SCALE: 3/4"=V-0" (W/ U P L I -- POURED LINTEL CONT. (TYP.) +_ 0 01, `•� •' :. 8" CMU FILLED CELL (TYP-) = SLAB - 2X WALL FRAMING 1/2" DIA, SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" J U) WW w= uD U CURB FOR MASONRY UNITS SET AT ELEV: 01-01,. RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE +- 0'-0" TOP OF SLAB C0 W SCALE: 3/4"=T-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" (NO UPLIFT) 0." Reviewed for Code k Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Afth OWN 3C SUDDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 2 4 2021 Iu ailll EL C_ A 4DERWN AR NO 17305 DATE: 02/26/21 SCALE: 1/4"=1r — 0" SIMET S1. 1///ea\� L � • 9r._ior 2'-4" 3-6" 19'-01, DOWEL PLAN SCALE: 114" = T-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.corn AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT# 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1 /4"=1' - 0" SHEET s1.2 N TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK —GROUTED BOND BEAM ,,I, VARIES PER ELEV. e� i .e N a r .1 a a d A 4 a. d e. Q a Q ❑ e. cc co m co 0 M .a. a e d _Z W O cn U HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" CLEAN OUT REQUIRED FOR INSPECTION 0'-D" FIN. FLR: TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE EXT. PORCH SLAB d 4" CHAMFER (1-STORY) W/ 112" ISOLATION ' ` 6" CHAMFER (2-STORY) JOINT (WHERE i APPLICABLE) Z ` ' MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING r SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY 4 +_ 0,_�" ' a - ' 4 • TOP OF SLAB °' .. .. .a° A'° ° O v ° e A d M V. a • d'd d v. 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING SC LE: /4"-1 -0" +- 0'-0" TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 2 " #5 3 #6 3 " #7 4 " #5 BARS FEE]� 81, CINU UNIT DIMENSIONS - ��� ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" Reviewed for Code Compliance k9*' U%Srsal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 s�ec�nn�or+��a avrrn a �, > �.isa "gym aiiLd`.n CREEKSIDE PHASE 2a r LOT #13 PROJECT# 04321.200 013R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 166 MPH �' C ARCHMECT: STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 a-"JLr'' DATE: 02 26 21 1 SCALE: 1/4"=V-0" 1 SHEET S1. 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1 (9) 10d x 1 1/2" HDG NAILS. CONCRETE TOWOOD FLOOR: S|MPSONLTA2W/(8)1Ddx11/2''HDGNAILS, WOOD TOWOOD: S|MPSONH18AORLGT2W/iDdxl 1{2' HDGNAILS, F|LLALLHOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |STOBEPER FASTENER SCHEDULE. 3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL 8EPER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG'U1AND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.ALL NAILS FDRTRUSSTO8E&MANDTRUSSTOTRUS3METALCONNECTORS ARE TO8EGALVANIZED, � 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST'CRETE. . CONNECTERS ARE TOBEGALVANIZED. O.LINTELS ANDMAGONRYBEAMSVVEREDES|GNEDBASEDONCAST,CRETE � CONCRETE LINTELS. 7.BOTTOM OFL|NTELSARETOBEPLACEDATTOPOFYNND(}VKDOORAND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE4" NOMINAL BEARING (4"). [iTHE TRUSS FRAMING SHOWN |SSCHEMATIC |NNATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THEASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REV|EVVAND APPROVAL. � lO,PLACE 2X4PTTOALIGN WITH TOP AND BOTTOM CHORDS OFROOF TRUSSES SECURE 2xMEMBERS TOWALL WITH H|LT|X-ZF, pOVVQERACCTUATED FASTENER. ZF72P8S3O,.177"°x27/D''LONG, WITH WASHER @18"(}C � 11.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ONEACH END UNLESS OTHERWISE SHOWN DIFFERENT. 1 ' l2.WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASEDOm RATIONAL AN8LYS|S � � � 13.ALL ELEVATIONS ARE REFERENCED FROM O'4J'.FINISH FLOOR. UNLESS NOTED OTHERWISE. � BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.01. =BOTTOM OF LINTEL IT.O.A. =TOP OFARCH /T.O.S =TOP OF SLAB -RRRZM ABBREVIATIONS E.E. EACH END, OIC = ON CENTER, F-E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT (psi) WxH' REINFORCEMENT STIRRUPS 1r) SIZE SPACING SEE SHEET S2.2A FOR SAFE LOAD TABLES QQGQ LL 00 GT n � � 8 � � � p � 8 � � � � " Q � m Q � � � � « � D mCc ~ u.to % 8 � � 8 & * 8 � � ~ 8 � UNO, PROVIDE 8B1VVHERE H & ROOF TRUSSES BEAR, w � # � OFWALL EL. D''D".UN(}. m 8 � " � . � � � LIFT � �~�JL _ ElReviewed for Code Compliance Universal Engineering l Gucnm:s 2194HWY AJA, SUITE301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 0- %M�l ILT CREEKSIDE PHASE 2 � ���T 1u �f3! NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x8" _ 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE 13OND BEAM MAY BE TWO COURSES ARE BOND BEAMS WITH SPECIFIED H A #5 BAR INEACH COURSE. THE. LAST 1#5 TYP. 8"x16" p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL —1#5 #5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM / TOP OF THE LINTEL g' / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK �S �FZ Sx96 DBL. BOND TOP M / 2 P ��F BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE ` G 8x8 BOND BEAM _ TOP OF _ . ' OQ�N\� W1(1) #5 BAR BOND BEAM IF =FILLED Wi GROUT \ F ENO U = UNFILLED GROUT SOLID FROM — TOP 30" TYPICAL � NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 #5 BAR IN BOND BEAM A �. O 8x8 PRE -CAST CONCRETE — �� �16-1 T/1 M/0 LINTEL W/(1)#5BAR (L2) MASONRY NOMINAL LENGTH OF BAR = WIDTH OF Q� HEIGHT #OF#5'S,TOP OPENING-2" $ BOND BEAM COURSE OR ` 2 BEAM DESIGNATION CORNER T IS THIS ENGINEERS INTENT THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" REIN FORCING OF BOND BEAM AND XFXX - 1T/OM/013 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (L1) REFER 1 IT IS THIS ENGINEER'S IN ENT TO PLAN FOR LOCATIONS — __ TOP SCALE: 3/4"=1'-0" AND XUXX - 1111M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED �— OF ONE LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW - SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST a 3 1F4 OR DRIVE PIN (MIN SHANK ° WINDOW SIZE.145 MIN HEAD SIZE .300 Z 'e SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" M EMBEDMENT 2x8 ;MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING - 1A") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BILK. EA. END EMBEDMENT Reviewed for Code /7/16" OSB SHEATHING Compliance TUniversal Engineering TYPICAL I CAL MASONRY WINDOW CMU WALL Sciences SILL CONSTRUCTION 5 ARCHWAY FRAMING DETAIL SCALE: 3!4"=1'-0" r SINGLE #5 CORNER BAR. 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR EACH SIDE STEEL REINF. OF — O LEVATION BOND. BEAM CHA E CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"= 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT# 04321.200 013R1 MOIDEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- FEB 2.4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 022621 / / SCALE: 1 /4"=1' - 0" SHEET S2e1A 1 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U—LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE LOAD —POUNDS PER LINEAR FOOT EDITION, SAFE PLF LOAD SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH W1T 0/18-1T M-1T 8/24.1T 8/28-1T 8132-1T ZTYPE LENGTH 8U8 8/&OB 18-1T/OB 0-1T/OB 1T/OB 1T/OBF7531 -1T/OB 8/8-Zr' SMS-2T 8=-2T 6rM-zr WA-Zr 8132-2T e/8-tB 1s-1T�76 1Ti1B 1T�t6 e-1TnB-tt�16 T-W PRECAST 689 1024 3'-W PRECAST 1569 3524 4394 5263 6132 7001 T-60 PRECAST 1436 952 3114 4217 5321 6426 156g— 3524 4394 -- 5283 6132 7001 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 514 763 4'-0" PRECAST 13M 3080 3816 4570 5325 8079 4'-0" PRECAST 1065 7W 2305 3125 3945 4765 5587 1363 3060 3815 —3375 4570 5325 6079 1961 6113 7192 8524 7827 8751 41$" PRECAST 398 591 4'-W PRECAST 1207 2582 4043 4711 5379 4'$" PRECAST 819 533 1770 24W 3033 30M 4300 1207 2707 —3375 4043 4711 5379 1625 5743 7547 6752 6541 7585 51-4" PRECAST 411 411 V 4" PRECAST 1016 loos 2374_ 2M 3513 4W4 51-C PRECAST 931 t 447 1999 2 660 3t23 3888 VA9 1016 2276 2838 3399 3991 4084 1319 4480 7196 6780 6259 V-10" PRECAST 340 339 5'-10" PRECAST 1409 1971 2443 2915 =7 V-10" PRECAST 817 1024 1631 2090 3009 3470 --W9 — 929 2080 —2593 3107 3620 4133 1161 3893 5877 t37O7 6648 5776 6'-0"PRECAST 410 721 6'-6" PRECAST 835 1201 1678 1955 2332 Mal6'$" PRECAST 692 1139 3227 3031 4383 5061 835 1868 _2329 2790 3251 3712 1139 3227 4596 10000 8825 r-6W PRECAST 303 534 T-W PRECAST _ 716 900 1181 1462 1743 2025 T$' PRECAST 570 938 24M 2205 26M 3191 3685 727 1624 —2025 2426 2827 3228 938 z498 9408 7067 6472 9'-4" PRECAST 192 384 9'-4" PRECAST 586 787 948 1164 9'�4" PRECAST 428 633 1593 2204 2481 2818 2621 572 672 _ 1318 1843 1989 2164 2519 2519 � 1874 2298 3081 4099 4899 101-6" PRECAST 151 301 101-V PRECAST 6t2 755 889 1042 10'-6" PRECAST 388 407 1247 1767 1904 2163 2028 504 1180 _ _ __1,472 1763 1710 1989 5W 1407 1897 2781 3222 3784 11'-4" PRECAST 132 417 11,40 PRECAST 930 � 653 777 872 11'-4" PRECAST 330 544 1312 1742 2252 2868 3690 466 1042 —530— 1372 1643 1470 1710 rye 1312 1742 2252 2868 3652 12'-0" PRECAST 111 370 12'-0" PRECAST 383 476 587 783 12'-0" PRECAST 308 507 1210 1596 2048 2596 3191 440 940 940 _ 9300 1560 131314 7478 607 1210 1596 2048 2686 3171 13'-4" PRECAST 82 298 131-C PRECAST 396 484 575 645 13'�" PRECAST 270 433 1045 13M 1732 2167 2535 396 780 780 — —1057 1312 1071 1203 414 1046 1385 1732 2318 2805 14'-0" PRECAST 71 293 14'-0" PRECAST 2T9 609 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 378 717 961 1192 975 1133 390 978 1272 1606 1950 2389 14,$" PRESTRESSED N.R. 283 14°-0" PRESTRESSED 239 422 626 746 885 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 246 663 —� _980 1237 1474 1715 458 1079 1429 1824 2277 2712 16-4" PRESTRESSED N.R. 252 1514" PRESTRESSED 224 367 464 574 am 793 16-4m PRESTRESSED N.R. NR NR NR NR NR NR 230 616 - 908 1134 1353 1572 412 1014 1340 7703 2118 2513 1T-4" PRESTRESSED N.R. 183 174" PRESTRESSED 987 328 451 587 880 1T-" PRESTRESSED N.R. NR NR NR NR NR NR _ 192 506 _ _365 720 501 1135 1312 300 856 1121 1413 1739 2047 19'-V PRESTRESSED N.R. 148 19,40 PRESTRESSED 162 288 430 513 595 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 166 429 623 oa3 950 1096 235 736 959 1200 1407 1716 ," PRESTRESSED 21-4 N.R. 125 21'4" PRESTRESSED -- 219 381 454 527 21'�4" PRESTRESSED N.R. NR NR NR NR NR NR ..142 142 373 - _308 537 -- 890 818 943 180 598 833 1038 1188 1468 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 428 497 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 137 __—�- 358 513 �. 659 659 779 900 900 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR _ 124 319 _455 581 687 793 129 450 654 824 1074 1147 LOTTS MAY 2015 EDITION - PRECAST - PROVIDE PRODUCTS BY OTHERS TO MINIMUM 4" OF BEARING PAST MEET EACH OR EXCEED SIDE VALUES OF WINDOW ABOVE - ALL VALUES TAKEN AS THE AND CASTCRETE MAY 2015 - ALL PRECAST PRODUCTS LESSER EDITION. ARE TO FROM BE INSTALLED "SAFE LOAD TABLES" PER MANUFACTURES BY QUALITY SPECIFICATIONS 2018 STATED OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION—CASTE—CRETE DIVISION ACCEPTANCE #-. 19-0130.13 Reviewed for Code Compliance 11-3 Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON L AR NO T7305 J PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0's H SEET ff 2. 2 A 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 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 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 01-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES, ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. 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 ATTIC ACCESS 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 W/2X6 BOTTOM CHORD ENDJACK TRUSS BOTTOM CHORD W/MIN (4) 10d :RE APPLICABLE NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD BRACING @ END FUR EACH CHURD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN ISNNI IT., f,I fV mvTRDEDPTE. 01MV2., I IT, VSP XII?GI MITcI USA IIMPSON JPLIII GRAVII D1.1 LIPLIFI CIAVTY 1 51 III FP51INE1 M1.'I418 1.25 1t I, 411 14,0 iTil L,11 / 1 '. /I11I v. ENICIIII (NI IOtl 1 1 Ill"] ,(111c 1 11 1 XIIEI' is)FIA 1618 -1, OR III Mll,-I5 118j 1121 1:.1 11 l )'t-PII.111EE04 I1011 I" I IVlY, I.rltllu4' ITA 16 381C YETA 16 I'll 101])tl %]l2 IS 1W 2-PC/, FMEED4" 19, 10 II/ l- PLY(81 IM7 PLO E MRED 4' H TA )n 1Rlu 1 l 1Nl,, 1101 'n 1 1 T 1- (81UPS 2-PLY, EMIND 4 191I." S I "I 1 .N . l-11,11 (oi' 12111 A.�YI 2f30 -. 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LSI A 12 ALI ISIS 1 Awl 2 r Ss IIEl' d (10) 111 51' HIT, I'1, tEIAT9+S 1, 1, HA; II UI HP, MSTA 18« ESPY MSRA 1B "is ("I ITT (,U)U1n STP O rr '. I 11 AJ4 lOij 1181'-+1 iiii,1M MSTIL- 20L5 11 111. 20 SET M 1J)CO M1 ST 3-T 0 1 IM ", IU: ,111111 27'.h I'll El 3100 IRA, lRU%ll/2" 136110d A11%2' 11ILIX Crh ME,_Tl .U•u w 'A 12 l - x: I@r1 OP LITPI. 9W1 hF IS,, lill Bd nl 1/2,16 Mi E, Bd TO PLATES, (9) 80!OiNLK SPT4 ITS 114 .21 1 I DS"I Oc NP Ill '1'7.11UC, 1AY34 S" IN I IB"Ri, AIA TEN 11 III x 1IS) 10v A11118c1 Id IVPOSl, ()SAT I IJI IOBIAM, (21I I T 1//"(111EI I",I "Ell CP2 SSv L1.2-1 I IIIyl I ol"TO 11111, P CII H, X 1 ISE- IIIIRISH A x%) RTOA l i2] Ellis 1 PID (911Jc x 11/2"TO T RUSS, III 10d %11/Y'TO AIPTE (,A110, %1l/1," NIV Fla APH DNA 4111 ICT d HD.1 49i0 1R 1M (R "]I 1M31A SC O" Y R 1 RWCI OD 11 11,- O. 0 1 4'.. 1 .. EAM 1 1 '.111111, 111 POIG -4 CRHC'1 194" IIBIIId T( LISS 111P NSi lh LOD411Ns P 1POSTW IHREAII'ROD / I."I 1l4 I I TO 16110 4 ) )LTSI IHRf )It 0.VD (/I NJI1/WPSM1IIi/)PY PA 44 mi Ills A V41 2300 713C III 'R A 1 11 1 GH llRI1GU. INEXII +I RT EM 1U Lull tI, eJ GIVING. 1I-/x A I 1 11 HICIS STR[4,,IFEP tv I SM:H1.(121 11 IOGPEYO 24 INIR11 ASIjYE,7 1190 1N).S (11 Rig "ATR INHI STRFNC.I H EPDXY WIN .% YME0 (NNC IP)UNA101 ci 01./8 ATI 1N 'NOF_ Cly', IMIN7 YMAYTRNHONG.,OOPX) LTII%ITT L'.I IY♦ter 11 3;4'A t. R. `141GH INUIOTH 11011,(M1N l' EM3EDIIICONC CHOd TO4TIGD 11111I A T R. IV HIGH 5TRENGTF EPDXY . WD "r11i.I ENBEDIINC04C.. I8110CT01V L Sll�r« 111'! I1I103« ]00 Ill 1 11 I 1111M1N ANY R US111,,MIN./'EM IT III IN CLINT , I10), 1 1/11()W000 Ill l/J A I I INHHLIIIIIIII11,11 FP(%( IN,"/ IMIJEDIINIONC,(10110'. OVCiUY HIM) lcl M1I A 1, 1, (11118'ATIC 111IG STRFYGT PUy IMIII I I118EDI1 COYC,.IB IA%11'2- ;13/8 I N 11311STRFNGTFF EXYIMY I- I'sil 100.1. 12AIR X2li1' M1II15 ICES H 00s0 OG/R" A_ R. IN M1 IGFI VIENL IHPDX' X IT I"ESHIP IINPONT Ell 16, %'{ 11) 3/P A I I I N HICl S FR I PCI FH EPDXY (M IN I I EAR III (PEN(", RA) fdx21,E H HE 14311 M1YEN, I-S1IA 11 11R10 Ill l'A.I I INXCY STUVAUE FN)%Y,IMIV. USEMBII NUSLIM T41WS WVVDMA,SPS 1111"A iR-.1 1 .El RING `, 10 IMMEDII LOYC.. R111S/ S _ 1.C1R11,E PFOiA B W5 I'Pills IMINI EMl,Ill"Ll"I (141WS1WLN)OS11111Y IT) JM' A.'I. IN FICF PI REN %Y,(MIY, I' FSIHIL 11 NL)INC,(11./ SI EO1'ti IUWUN13 YD%8 ]8]0 111/X'pE IN HIGH SFRENl41E EPDXY, IMIN.!'tNREDj III CS)i1C:1//8'STUit iTLl5 TOtV[NIp NlM3iR12J 1i8U TINY M'IHA 3. TI1 J.i i 34' 330 (11 Ili ILOU W Y M3EDS NOI LESS HPN MEDG[ ILVNCN/. r /111AM,i ECTlXD If 9OLT SLIEVE. IC UM OR EO / SIR - 4UFDIYC AO101I IMA,11411LM AT IIII ill i/4'A. I NHUVS fl OTF OXY,%MIN 6!S'I MF IN CM 11 OP(1)U4 A. I R IN HIS H STRENE I EPDXv, NII 1. 1,'FY IYU E C.1V T.INj ILtllO 1A L !. "1.11 I'll 1 54121 LAP, /10 (IU 1 M1 JSC 11 \GUDI 34i'. 1 NIO 11111 111 1 fR 1111 1.I[ lNtIl1U 0.)1Is 1 EAL1111, (1s) l,d 1321,1E 3 0115-1 w1 U I[nlu) C 3)x0 "' 10 ICA 1.1l 0 (161L4" 3' W53 SCREWS, lm lar TO hfD VSP 20�31 'TPAPER 10110c iONG60 (13)1/4u3/4.. (ANGETOCNU,TOWOOD. 2TITEN9NERr (l010d ND21O2lTCMVI 1YSIl 111X0 EIIPI62 LM.I 1000 AiO WW43 INS 3 YRE11,(IC ORAT0 WOOT.USP (20)3/16-- TAPPE Rr,(1011M TO WWII (]01/M1'x2�3/1'TTEN A PERFIANGE iOCMJ. 1011OciO'NOOD. E 0210-31FICMJ 111 OR, "JCe"lO3 1tl00 450u IB OR - S I "' I'll XPIE.S. (IOIIR TO WOOD.VSP(2013/lu"' TAPPERY,IIV)ICc TOWOOD 11811%4a2-3{1'TITFN (S PFR FIfiNGE1NCMl_;1011W TONVCU TGJMIF2 Sill Ilm'S LC 112I-ldl 15P, 14i3/8'M4'WC1e-80trXnCh0U,N'OCD141WSNWW0SCREWS /AI1/8u4111IIl E.AXYCHONSO Pill ILAIGIITO GMVl411/A ll-ilPSIPSSCNIIN1 UWOLMI 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. yd� U U U C ME -I�I_I_l�l- I -I -I -I -I'- ATTIC ACCESS FRAMING PLAN SCALE 1/4" = T-0" CJ1 CJ3 CJ5 KIM IN 0 O m w O U- U zz O Q I z z U NQ LL m N❑N L!� O U Reviewed for Cade Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIY. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHrFECT STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 . AFAA\ A 02 26 21 DATE: / SCALE: 1 /4"=1' - 0'1 SKEET S 3 ENGINEERED WOOD T US6E PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHI DP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 (9) 10d x 1 Z' NAILS TO TRUSS "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING ti" 6". 8" x 4'-0 MAY BE ADDED (9) 10d x 1 2 NAILS TO (12) 16d x 1 2" NAILS TO TRUSS FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 1 Od NAILS, 2 ROWS, 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED I ADDITIONAL PLY MAX. TO C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER (16) 10d x 3+' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d 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 (4) S. x 5" TITEN HD TO CMU AND (12) SDS SEE ARCHITECTURAL ' �' x 2 z" TO GIRDER 2x SECURED W/ (3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD (2)12" x 5" TITEN HD TO CMU AND (18) SDS 4' x TRUSSES 24' O/C 2x WOOD FASCIA 1z25ECURED W/ tOd TR @ 1x2, 3" TO GIRDER GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED W/ (3) 16 g 1„ AND APPROVAL GALV. COMMON NAILS. (2) z x 5'TITEN HD TO CMU AND (18) SDS 4 x 3" CURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) j 1x2 SE BEAM GALV. COMMON NAIL ENSURE THAT CELLS ARE GROUTED 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 bLLOWABLE UPLIFT = 3285 LBS (70R 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIND C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS/ TYPICAL ROOF a iJ C SCALE: GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTORS) NOTCH DEPTH 1/4*13 HOLE EDGE >5/8" T HOLE DIAMETER a 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY HC BTM.— PLATE STUD NOTCHING AND BORING LIMITS EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD 6-0" MAX (W/1X4) FOR 10'-0" MAX (W/2X4) lie # 1100 UPLIFT SIMPSON HTSM20 W/10 1Od TO TRUSS AND (4) 1/4' x 2 114" TITEN 2 ANCHORSITO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 4/4, x 2 1i4" TITEN 2ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL' TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"_V-0,i (2) 2X4 No.2 SYP DIAL.,— BRACE W/ (3) 12d @ EA. TRUSS (DIAL. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) ")CBRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) X" BRACE @ CENTER (2) 'X" BRACEDIVIDE13 EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, 1x4 DIAGONAL SEE ARCHITECTURAL BTM CHORD BRACING, SEE PRE-ENG GABLE TRUSS PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER REQUIRED .TRUSS ENG) BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6-0" OIC ---END WALL OR OTHER MAX., OR 2x4 BTM: CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p NTERSECTIONTYP. BTM. CHORD BRAKING c6 SCALE: 3/4"=1'-0" 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. r. /1 l. i . w/ n .. • n .1 f n 11 r r\ 1 P\ PRE-ENG'D TRUSS THE USE OF ALTERNATEMATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG' AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=V-911 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH; FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p:com AA #: 0003325, h Pj s� i I �g oY E a 411. z a SXnBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT* 04321.200 013R1 MODEL 4EBB "1828—CALI" GARAGE SWMG: LEFT PAGE: DETAILS 160 MPH EXP. C A�EOFFL AAFE42021 w CHAEL C. ANDERSON A O1a.s<, ` PRINT D02 26 21$ ATE: / / SCALE: 1/4 =1' 0„ SHEET //p�� S3. 1 L 1 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FAWN S BAYS BL O.C. G SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECUF E 2 PT. PLATE TO BLK W/ l/2" DIA. NCHOR BOLT W/ 2" WASH R S TIN HIGH STRENGTH EPDXY 6 MIN. EMBED. AT 32" OC MAX.' SECU E G BLE TO 2x8 P.T. PLATE W/ 1 �d's 8' O.C. MAX '-PRE-ENG'D WOOD ,TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED — LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-O" O.G. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SGALL: 3/4"=!'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR', BEACH, FLORIDA 32937 PH:321-802-3591 W W W.abdesigngroup.com AA #: 0003325 NNIMEMENNIONMEWA CTSDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 moDEL: 4EBB "1828-CALI„ `GARAGE SWING: LEFT { PAGE: T DETAIL` 160 MPH EXP. y.0 ARCHITECT- STATE OF FLORIDA, LIZ !i FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 mom, FDATE: NT 02 26 21 4, / /ALE:1/4Reviewed for CodeG9 ComplianceEET Universal Engineering Sciences 3. 1 ..'. _ .r �• _ _ ..... ,ey'� M1 4 A v`.e z•, ! i` .. 'R n.,�,i. .._ �...s _ 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. — WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SU FROM CENTER TO END- UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFfWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 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 W/ HIP RETURN SCALE: 3/4"=1'-U SIDE VIEW VTCR SPACING (1) AT EA( ANI] 6,-m O. PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. inReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #13 PROJECT# 04321.200 013R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT- STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 02 26 21 DATE: / / SCALE: 1/4"=1r - 0" SHZET S3.IC c;A BLE - END 3 O Q v 0 0 0 0 Tic 2E 0 0 4 l7 l7 A A A l7 l7 l7 0 0 0 0 7 [7 T7 X'7 T7 3 HIP ROOF ' A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 ='60.50 PSF (70,50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOFDWPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MINT4MSTRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 SHEATHING (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" EDGE SPASTRUCTUCING) SEE DING ETAILXP 1 (32/16) .(SEE TABLE FOR FIELD AND FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/9' 0.113 170,000 RING (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK; PNEUMATIC 2 318" 0.113 F1667 SCREW -NAILS I I RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS - BOTTOM PANEL AND ad RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING- INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. OF SHEATHING ATTACHEMEW SPACING NE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD JNE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 8d NAILS @ 4" O.C.ON EDGE AND 4" O.C. IN FIELD �VV11 V CO z W ZO =I o Ur W Y @ Z U 2 O rn 0 Z a m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @ J U) Z Z Z 0 o Y W M 2 z CO c1 Oz O IIJ ZU) w BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING G NERAL NOTES' ALL AGGREGATE USED IN C -s—� ONCRETE SHALL CONFORM T®ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE N4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALL: AF CHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILL­OT SHOWN re- ON ACI STRUCTURAL DRAWL NGS. APPLICABLE BUILDING CODE STANDARDS: FBC R 2020, 7th EDITION 318-14, BUILDING. CODE ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314 ALL WOOD FOR BEAMS BE/ FOR REQUIREMENTS ST UCTURALCONCRETE, TMS 402/602-16 AI51 SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SH C LD FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI PRESSURE TREATED. FIRES CORROBORATE TETRAAL - OETP,I.LS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO R April 19, 2021 - REASON R AHEDI EN - SH LL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE',. BEAMS, SLABS, COLUMNS, WALLS, ''. REASON SHALL BE RATED T EX EPT'WHERE ADIFFERENT DETAIL IS SHOWN, ADD ON,"RECOMMENDED PRACTICE -WORK. CONTAINS MORE THAN C FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN FOR CONCRETE FORM ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPP Planning & Development Services . AL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE - - Building & Code Regulation D1V1510ri. DR WINGS. FOLLOWWRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCF - - 2300 Virginia Ave. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART SEPARATION, OR OTHER NON STRUCTURAL_ ITEMS Fort Pierce WATERPROOFING, FLASHING; SOUND ISOLATION, FIRE SEP , , Fi. 34982 OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING(772)462-2172 ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2 CTURE IS DESIGNED TO BE SELF SUPPORTING STABLE AFTER THE - is SEQUENCESOPI,ETE IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL f RE:- - Permit TH STRLON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR A • TO INSURE SAFETY OFTHE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: - AT BEARING LOCATIONS WI - D.R. Horton Homes DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, RY BRACING, GUYS OR TIE -DOWNS. - WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE Creekside Lot 13 THEI ACI TYPICAL DETAILS. CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: Response Letter - TE POR BE SUPPORTED WITH 2" MINIMUM CHAIRS SPACEDL3'-OEOC EACH WAY. TO BE DESIGNED AND FABR RE UIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AN - SEALED BY.A PROFESSIONS DO NOTSCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: For the above listed project, the plans indicate 7/16" roof Sheathing on sheet SN1. TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 1N CONCRETE DEFORMED BARS, REBAR SHALLBEASTM A615 CONNECTOR PLATES SHALI This 1S an error on the plans. The correct callout Shall be 19/32" sheathing thickness and. MEETING THE REQUIREMEN SCALE, AND RUST AND PLACED IN ACCORDANCE the correct reference for wind pressures is ASCE 7-16 reference. DESIGN LOADS' W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS GRADE 60 OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND E. MASONRY DEFORMED BARS, FREE FROM OIL, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR. REVIEW PRIOR TO FABRICATION.' HORIZONTAL STANDARDS FOR METAL-PL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT .TOENGINEER'S ROOF: LIVE LOAD - FLOOR: LIVE LOAD 40 psf REVIEW. COMMENTARY AND RECOM) 20psf TOP CHORD -non-concurrent '.. .TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR � 0.25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR -30" #7 BAR - 42" - PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER VIf DEAD LOAD DEAD LOAD - FOR ADDITIONAL INFORMATION. '', LOCATIONS WITH GUSSETS 15 INTERSECTIONS OF HIGHER of TOP CHORD 20 psf TOP CHORD p , ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) HURRICANE STRAPS SHALL - 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMI BALCONY LIVE LOAD 60psf WALL TRUSSES/GIRDERS TO COLT WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PF (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBIL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLEATTIC WITH LIMITED LAYOUT, SPANS &.ALL TRUS ST RAG : 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30psf1_BALCONIES (EXTERIOR)-' DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL E AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING: ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHO Should you have any uestionS lease feel free to contact rile. 40psf MASONRY: PLAN SHOWING COMPONEN y y q p MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL E SHOP RAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY Sincerely, SH P DRAWINGS WILL BE REVIEWED FOR. GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SF .. CONSTRUCTION SCHEDULE OF HE �ONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS E COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH; ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE ._ MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm =_2000 PSI BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ALL SHOP DRAWINGS SHALL BE REVIEWED WILL THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY. WALLS TO BOTTOM OF TIE BEAMS. BEFORE AND CLADDING WIND LOAD DR�WINOS SUBMITTED WITHOUT REVIEWWILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM ALL TRUSS TO TRUSS CONK WI IRIE P RODUCI BLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED FILL MASONRY CELLS SHALL COMPLY WITH WITH0UTTHE. EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" Michael C. Anderson WRITING BY THE ARCHITECT..: COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION - Florida Architect #AR17305 TO CONSOLIDATE GROUT. F NOATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-2�0.. HORIZONTAL AND VERTICAL MORTAR JOINTS 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 NOTED. REMOVE', MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 O SOILFOR',, TERMITE PROTECTION. O www.abdesiglgoup.com FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL_ THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY c REINFORCING. O SUC CESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE - 3 GE TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE O a LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U N''0 CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MIN MUM DESIGN BEARING CAPACITY, AND THATTHE COMPACTION REQUIREMENTS HAVE BEEN METSHALL0 BE f 1ADEBY THE GEO-TECH. ENGINEER, STRUCTURAL STEEL: 0. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CC CO NCREI'E: .SPECIFICATIONS FOR THE DESIGN, FABRICATION AND: ERECTION. OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.. STRUCTURAL STEEL SHALL. BE ASTM SHALL ACHIEVE MINIMUM 28 DAY AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR 9L7BDIV. 8e LAT: CRETE ANGLES, PLATES, AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM'. ,5 A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALLI,BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB GRADE CREEK S ID E i 3,D �0 5"STRUCTURAL TERRACE SLAB 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE FILLED IN THE: SHOP. PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" ' ' PHASE 2 (D = Z F- CON -FACTOR ANCHOR BOLTS AT. THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH. DOUBLE -NUT LEVELING'' ALL SHALL SUBMIT PROPOSED MIX DESIGNS; WITH HISTORICAL STRENGTH DATAFOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED I LOT 1 0 0 CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 6" +/- PRIOR TO THE ADDITION OF PLASTICIZER. ELEMENT. BOLTS # SHALL BE TIGHTENED fNACCORDANCE WITH THE TURN-OFF-TWE-NUTMETHOD. 1 m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, PROJECT# ETC CONCRETE ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. - TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN E J BOLTS ARE TO STEEL A t] r] 9 04321. OO OI3R1 WATER IS AIDED TO THE: MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1)ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP: EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S EATHING LU C it o - #8.2" DECK SCREWS @ 6%8" O.C. MAX @ LU vO EQGES & 12"O.C. MAX IN FIELD. UNTyREADED Y SHANK TO EXTEND BEYOND THICKNESS OF od SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT SHEATHING ATTACHMENT THERE ISADELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL MODELS '. IIA� 4EBB BET E RESrONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY O. I NON OMPIyIIWNCE WITH THE ABOVE. a REQUIRED CONCRETE"1828-CALI" COVERAGE OVER REBAR SHALL BE. AS FOLLOWS', ' A. Y F R CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): GARAGE' .SWINGS B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER:. '1 1/2" FOR 95 AND SMALLER 2: FOR#6 AND LARGER LEFT I' C - FOR{CONCRETE NOT EXPOSED TO WEATHER _ 314" FOR SLABS, WALLS AND JOISTS PAGE:- 1-11T FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS k r DETAILS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING C MASONRY/CO NC. CASE HARDENED COIL NAIL 1 112" LONG. 8„ O/C GARAGE'. DOOR BUCK 1/4" DIA TAPCON MASONRY 1 12" EMBED., 4" END DIST, TO MASONRY/CONC. NO WASHER FASTENER 8' OlC. 1 1/2" EDGE DIST SGD, AL. EXT. DOORS 1. PT, CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 3I8" DIA. OR - IV O/C (12" DIA) SEE NOTE 6 NAIL 1 1/2" LONG STAGGERED. INTO MASONRY/GONG. TO MASONRY/GONG. 112" DIA EXPANSION BOLT 4" EMBED., 4" END DIST I. w/ WASHER 2p"p/C (318" DIA) 3" EDGE DIST WINDOWBUCK 1x PT, SEE NOTE CASE HARDENED COIL 9"O/C WNDOW/DOOR/FASTENED METAL STRAP TO (+ p /� CONTACT THIS ENGINEER FOR SPACING NAIL 11/2"LONG STAGGERED INTO MASONRYICONC. MASONRY!CONC. G REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA TAPCOIJ iFl" O.'C 1 1/ " EMBED, 8 END'.. NON -BEARING WOOD 12"° EXPANSION BUCK 2x PT, SEE NOTE 6 NO WASHER FASrNER I DIST., 1 1/2" EDGE DIST. WALL TOCONC. SLAB 24 O/C 4" EMBED. 4" ENO i W/ WASHER BOLT DIST, 3" EDGE DIST W BUCK 2x PT WINbTEFL PT TO STEEL 0.138° PAP x21/F 9" O/C 4" END. DIST., 112" COL., SEE NOTES W/ WASHER STAGGERED EDGE DIST 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXT ER IOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED F AND / OR NOA 4. PAF. SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AB WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. lX MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONJ PR PAP TO THFiSUBSTRATE. . Reviewed for Code Compliance j Universal Engineering Sciences Ii) " I P T T V s F � ^ s ;1� ✓ t I, STAB °`•_��� I �._ ���I FEB 2,4 2021 MICHAEL C AR Ne 17305 IL PRINT 02 26 21 DATE: SCALE: 1/4"=1' — 0" SHEET S I Planning& Development Services Department RECEIVED Reviewed tor Code compliance Building & Regulations Division APR 3 0 2021 llnlvetScienc9eseermg Product Review Affidavit sT. I ucle county, Rermlttmg FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure Jr For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as FL17499.2 Ft8 10/OS/2023 SH Window 185 SH MI Window and Non Impact shown in elevations and installation details.For anchoring through frame into masonry (+38) / (48) (+50) / (-50) Doors _ /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. I i y�r 2194 HWY A1A, SUITE 30: INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 M f ( �i o a :T iC 0 3.3 0, 21 DA'.CE: ISCALE:1/4°-1' 0" SHEET: r l