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1430 CUILVER [DRIVE NE, PALM BAY, F=1 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 ' STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -FIARIDA BMING CODE, RESIDENTIAL, 7TH EDITION (2020) -AIL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE CONTRUCTION -MINSIN INTERIOR FIN SH — CLASS B PALM BAY, FL 32907 'BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH TEL: (321) 733-7092 -EXPOSURE _ C FAX: (321) 733-7972 1—STORY RESIDENCE -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE UONSTRUCTION BASED ON THE DRAWING SET. SQ.F 1. CALIc.'U LIVING 1916 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16411.6 CU. FT. ABBREVIATIONS ABV. ABOVE LAV, A/C AIR CONDITIONING LUNE ADJ, ADJUSTABLE NEC. ALL. ALTERNATE MPR. AMP. AMPERAGE MTN. BD. BOARD M T_ CT. CENTER I:NF MTD. CAB. CABINET MTI._ CLG. CEILING N.T.S. CLR, CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P_L'. C.T. CERAMIC TILE PH. D. DRYER PIT. DBI., DOUBT.E PLYWD, D.G. DIAL GLARED PR. DLA, DIAMLTER P.T. DIM. DIMENSION R. DISK DISPOSAL RAD. DP. DEEP RA G; DR, DOOR REF. D.S. DOWNSPOUT RM. DTI_. DETATT. R.O. D.W. DISHWASHTiR S.C. 7A. EACH S.D. FLEW. ELEVATION S.11. P.Q. EQUAL SHT. EXH, EXHAUST SHTHG EXT. EX I'ERIOR SHN'R. FGJFX, FIXED GLASS SLM. F.G. FUEL GAS Sl .. FIN. FINISH ST'. GL. FLR. FLOOR STD. FLUOR. nr.HORFSCLNT SWS FR. DR_ FRENCH DOOR FTG. T-OOTTNG TF_MP_ GA. GAUGE THK. GAR. DISK GARBAGE DISPOSAL T.Q.C. G.F.I. GROUND -FAULT CIRCUIT T.O.Y. INTERRUPTER T O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD ILN.O_ H.B. HOSE BTB H.C. HOLLOWCORD V.P. HDR. HEADER W. HGT. OR 1-IT HEIGHT W/ INSTIL. INSULATION WD. INT. INTERIOR WDW. W /H W.I. REVISIONS DATE DESCRIPTION LAVATORY 01/26/I8 CO'S ISSUED LUMINOUS MEDICINE CABINET 0145118 2011 FBC UPDATE MANUFACTURER MINIMUM METAT, THRESHOLD 01/1648 CD'S RE -ISSUED MOUNTED METAL 02/2148 SIDING ELEVATIONS ADDED NOT To SCATS± ON CENTER 03/26/18 CD'S RE -ISSUED 04/10/18 FOOTING REVISION PER M. BOWES PROPERTY LINE PUSH BUTTON 06/21/18 CD'S W-ISSUED PHONE PI ,ATT PLYWOOD 02/19/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) P,1IR PRESSURE TREATED 02n2/19 PLAN MAINTENANCE 03/28413 REVISED LINTEL SIZE AT FRONT ENTRY DOOR RISER RADIUS 04/244S ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON (MELBA RFTURN AIR GRILL REFRIGERATOR 04/24/19 REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE (MEL5.) Roots ROLOH OPENING SOI ID CORE EX'T DR 06A2A9 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/61.IA (ORL) SMOKE DETECTOR SINGLE HUNG 06MA9 ADDED LED LIGHTS 0 KITCHEN 4 5ATH PER MARK BOWES :_.1A9/19 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) SHEET ` SHEATHING 09A1A9 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF SHOWER SIMILAR 10/25/19 ADDED OPT. 6-O' CEILING HEIGHTS SLIDING SLIDING CLASS STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS SIIFAR WALL SECTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS THIRFn C'GLASSTHICK THICK 04/09/20 OF'T 6-0' CLG. HGT: ADDED LED LIGHT IN FOYER 04/09/20 OPT. 6-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY TOP OF ( URB TOP OF P1ATT, TOP OF SLAB 05/06/20 ADDED ELEVATIONS 'L' 4 'M' (ORL) TYPICAL UNLESS NOTED OIA5120 ADDED ELEVATIONS 'MG'-`MH'-'MS' (ORL) OTHERWISE, VAPOR PROOF 01/0ini 2020 FBC UPDATE WASHER WITH WOOD WINDOW WATER HATER WROUGHr IRON 91 Reviewed for Code CoxnpiierJGe LFnroersal Erlglneering Sciences 9 INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION - PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C', PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-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-NOT USED PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET ## DESCRIPTION PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Y f t.".k �v id. r r.y �-7 UB30rv. 8e LOT: CREEKSIDE PHASE 2 LOT #21 `FtOJECT# J4321.200 021R1 T_'''ODEL: 4EBB "1828-CALI" OJsL14AGE SVfM d�: RIGHT PAGE: COVER SHEET L160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 2 4 2021 ArAiAEL C. ANDERSON AR NO 17305 PG S3.1A-DETAILS r-tirrr 03/17/21 PG S3.113-DETAILS 'SATE: PG S3.1C-DETAILS 3C�: 1/4"=1'-0" PG SN1-DETAILS-cl �IiEET OQ GENERAL NOTES SITE WORK TIMBER I 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1. ALL WOODS AND NYOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED III 7th EDITION, (2020). ALL REFERENCED CHAPTERS, UNO. CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE U 4DER 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN. A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) FBCR 7TH EDITION (2020) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NQS) FOR WOOD CONSTRUCTION , BUILDING OPENINGS SUCH AS WINDOWS AND; DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE D. TRUSS PLATE INSTITUTE: DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301,2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT. E. APA THE ENGINEERED WOOD ASSOCIATION 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WOR I. ENGINEERED WOOD CONSTRUCTION GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/Z THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND MISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATT NTION !, 2. ALL LUMBER EXPQSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THEW RK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8 LAYERS WILL BE HELD RESPONSIBLE THE CONTRACTORAND FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IfN THE o COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION A D/0R BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS: FABRICATION OF THE WORK. j 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLYWITH CHAPTER 6- WALL CONSTRUCTION. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 5. WALL SHEATHING,SHALL BE PER STRUCTURAL, SEE ROOFlWALLlFLOORSHEATHINC SCHEDULE ON SHEET SN1. OR THE FAILURE OF THE BUILDER TO CARRY OIJ,T THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRE CODES. FASTENER 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . So. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BECONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LIMES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LIIIdES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH'/z' AMAFLEX. THE CONTRACTORSHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/EN H', INEER. 10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL I HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 8. j i WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITYAND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 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. GARAGES AND CARPORTS GARA 11. D SEPARATELY BY ENGINEERED SHOP A ITED WORK IS TO BE PERMITTE S E K PA AND SSOC P L D C S SWIMMING 00 ,HEN 8. FIXTU RE SUPPLYtlZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR DRAWING. 9. THEPLUMBERISDIVERT P IBLE. ALL VENTS TO REAR ELEVATION W POSSIBLE. A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD', OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COViRINGS 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 2. DIRE DIRECTLY INTO A ROOM USED FOR SLEEPING AS PER SECTION R30 OPENINGS FROM A PRIVATE GARAGEC APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS O AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR ' E HALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED SOLID S S T BE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS WITH THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TABLE R301.2(3), M NUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE BUILDING 1-3/8 INCHES THICK, OR20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING APPLIED OVER PAVER WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RI ID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTOITHE THAN 2 COATS, 112;" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT, PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH GARAGE. ASTM;C926-18b, A5TM-C1063-19a & ASTM-C1787. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH & ACCESORI S PER ASTM-C-1063-19a & R7037.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN -INCH GYPSUM BOARD APPLIED TO',THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUC 0 CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. SHALL ALS BE l" FLASH NG HORIZONTAL LATH AND PAPER DETAILS VENT PENETRATION DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION PIPE PENETRATION DETAILS PROTECTED BY NOT LESS THAN Y-INCH GYPSUM' BOARD OR EQUIVALENT. WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -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. EXTERIOR CEILINGS 1. EXTERIOR CEILIN TO BE 112" 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 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSEF VATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PRO ECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CON TIRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL FOR CONSTRUCTION OBSERVATION. -$. 91 Reviewed tpt gpgo hero 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: �21-802-3591 www apdesigngroup.cpm AA #: 0003325 �11111 PRIN T M03 17 21 MATE- SCAL.E: 1/4"=1' - 0" CONTROL DATE: 12/10/20 (RIM) 81MET ? G � 9 II�F �TI MEAN 3ROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR SNOW BPEEDdl TOPOGR4PHIG DESIGN FATHERING` FROST LINE TE1d`IITE DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL LOAD (MPH) EFFECTS' CATAGORYf DEPTH" TEMP' REQUIRED" INDEX' TEMP NA 160 G NA NEGLIGABLE I NA VERY HEAVY 42 NA SEE SURVEY NA NA 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 R302JOB 39 ll 8 12'-4" 10'-01, IT-4" EXTERIOR MASONRY WALL BRCS. HEIGHTS 777 BR.X. 0-8' BRG. - 4 'j, SQ.FT. _CALC S LIVING GARAGE ENTRY LANAI ill SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16477.6 CU. FT. 11 -4 151 -- 2 7' - 0 ° d for Cody I0 _4 1 10'-0" I 6'-0„ 3'-4" RewCompliance eave ... JAB Universal Englneenng COVERED z.. g Sciences LANAI 8'-B' G.G. .: ® I (2) 3052-SH (2) 3052-SH 6068 SCs.D_ 8o �I EGRESSr J 7 u GAELE ROOFS YVAI1.5 •I LTJ X. LIVING � D °� _ .� �� _ ���r> IlVG — ' �, T m - ROOM '�`' n 3� ., � � �y :y� _ _ �� >�F x�� � ;„ i B-B call r BEDROOM#1 € _.:...._._._ __. ... 1 W 0�5 $5" i as x i a GABLE ROOFS IT + 0 �5 45 HIP ROOFS N 4 2XB ° < #a v B I°I �_5�� 4�_4�� �_�o�� m I1'-I0" �¢) 4' $" 8 0„ F<eSz:I i�I=3s^ad-.�iauri,I�:ttrgnx.,.3?Ird Rr : 4t3fa . 4 i a:3 it 411 N — C Ft€M3iRE R0012(7) v V. COMPONENT AND CLADDING PRESSURE ZONES iR-1SH co _ WC. e 6 ----— — — — — — — — — C. --- --� I BATH#I I b361 °� 7I 8 W.I.C.CG $-8 cLCs 4 a,ry. --- — -- r —I I 36°x60' v „ i IOPTi i — — — l:� i i C. V. SHWR. PAN U W/ENCL b24 SINK 3-S 3i m° lr 2 8" 1R-ISH eb36 KITCHEN I �T—n I cn I — — — 2_,q �I Sill � � L -8 CDLRGY ii (XI — IR-ISH ��—L II —1 II. n n PAN. RANGE b36 B 6 -S ===r 2 4 6 -0 5'_g n -8' CLG. �I — —% -- AI 1p ,_ 0 I 3-SH N V ARC ryv 1----- I BEDROOM #4 J —7CI IV Bill CUSS I_ co II U NN v Ui II'-0' 2 5 v 3'-6 3 i4" 4 -0 -8" fY ,� w �� Al o_� ry BEDROOM #3 8-8 CLG T L/\�— �� BI 0 U _ Ne I ATTIC I OND g LAV. II=u L ACCESS _ ij co Iq >IU AI A n BOLLARD n H BATH #2 ��a I I co AS REQ. rN C I I I PER BLDG. B -B cLG. `0 CODE ry,� _ GARAGE J ro 2'-4 V. 8'-B I � FOYER BEDROOM #21 B0' $'-B' G.G m1 ry °� I 3s 6' 12' T n 5'11/2' 31 5 1/2" BEN Y B' CL& ®(2)3052-SH NcGH EGRESS 16 -0 X7 -0 O.HD. C n n — — — n ----------------- e I I01-2" 3'-I011 2 -8' 1( -oil2 -8° 14' 0 4 4 21' 4' FLOOR PLAN SCALE: 1/4' = 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 SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/5' (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 IIHOME 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 INSULATION 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 IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG Al INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS � CM3 Cd&ONB'Ni AND CLADDING WIND LOADS BASIC 1MM EWOSURE FOR 3 SECOND GUSH OPENNOS SOUARE ZONE SO YPH ww NO RBIAWS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING I8 5 331 OR, MIN. CRITERIA S.GD. MIN. 41 5 31/-35 CRITERIA 8010 O.HD. 29.1/-313 121 SOFFIT I 5 313,ll BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 Bli 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 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abd esigngrou p.com AA #: 0003325 Fes. w rr� E W 0 0. E MANUFACTURER. COMROL DAIS OVOV2I NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL °Q AND NOA SUBMITTALS. I io 0 StMDIV. 8e LI ," `.;, z - CREEKSIDE Q PHASE 2 ;I o LOT #21 0 PROJECT* 04321.200 021R1 Illy uI DIM. VARIE5 MODEL• , _ ° a 4EBB j "1828—CALI" 'GARAGE SWING: RIGHT PAGE: 'I Nk FLOOR ARCH _DTL, PLAN JD SCALE: I/2 I'-0' 160 MPH EXP. C ARCHITECT STATE OF FLORIDA n 1 4, DBL. MAR. 2 4, MI TOP PLATE 0 m MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE: BAR DETAIL SCAT :1/4"=1'-I USCALE: 1/2'=1'-0' SIME'T Al w TO C JAL ROL JOIN i EQUAL TO CONTROL JOIN EQUAL TO CONTROL JOINT r EQUAL L TO CONTROL JOINT SHINGLE ROOF DECORATIVE FOAM DRAIN TILES b" RAISED 9 BAND (TYR) 1 15 S'-S" BRG. HGT A IQWA1 16'X60" FYPON DECORATIVE SHUTTERS OR 4B EQUIVALENT A I I -- TYP 4" RAISED r BAND CTYPJ 0'-0" FIN. FOR. I I N S'-S" BRG. iR 0'-0" FIN. FLR. — � 1 0 FRONT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH NOTE: UALL FENESTRATION FLASHINCs AS PER FBCR -103.4 OFF RIDGE VENT V-8" SRG. �4GT. - - ----- - ---------- - — - — 0'-O' FIN. FLR.,h_ --- ---------------- - - -- 1� +/-19'-O" BLDG. HC=T. -4' FREIZE BAND BRG. HGT. -OPT. COACH LIGHT S -S BRG. NGT. �I 4B A TYP. 0'-0" FIN. FLR. `t I OFF RIDGE VENT II 45 A TYP.I II 0'-0" FIN. FLR. 12 6 112 6 6 BRG. kC=T. 4a I Li A3 �I II I gym'-0' FIN FI --------- REAR ELEVATION SCALE: 114 - I'-0' TEXTURED FINISH II 4B A `t TYP. I I r II -- — - — - — - — - — - - — - — - - -- RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE 6�1/ I 11E A _ I,S'_S° BRCS: HCst. --- 17 4B v I A v TYP. r I I � �0' i -- — - — - — - — - — - ---1------------ ----- - --- - - -0" FIN. FLR. LEFT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH im 0'-0" FIN. FLR. S. DECO. DTL. InReviewq 3 4@f gam# soiences, MODEL 1828-CALI-4EBB AREA OF ATTIC = 245Q SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450/300 = 8.17 SQ, FT. 8.17 = " 1176 SO, IN. MI N. REQUI RED VENTI LATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SO. IN. (BALANCETO BE.PROVIDEDIN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEETOFSOFFITREQUIRI 67-20 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #21 ;{ PROJECT# 04321.200 021R1 MODEL: 4EBB "1828—CALI" �ARAGE SWING: RIGHT PAGE: I ELEVATION "C" I I �4 k"9 x I �i MAR 2 4 2021 MICHAEL C. ANDERSC AR NO 17305 ]DATE: 03/17/21 SCAT :1/4"=1'-0,1 SHEET 1. 2 C s i ■ ELECTRICAL LEGEND SY1" IBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET II®V OUTLET 112 OF OUTLET WIRED TO SWITCH IIOV OUTLET EQUIPED W)GR D` PAUL GFI INTERUPT£R (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION LUp Exr.OUTWATERPROOF D GROUNFAULT GFI R SWITCH SWITCH 3-WAY OPER- I $,4 JL P SWITCH � 4-WAY OPEfd WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT I ©LED VP VAPOR PROOF LIGHT © VFD VAPOR PROOF OCESSED CAN I VENT. FAN CFM PER SO. FT _ t FAN I CP'I PER SG. FT -VENT. VANITY LIGHT FIXTURE (SPECS TBD BY BUILDER) 47f1' FLUORESCENT 2-51.11-13 WRAP LIGHT AROUND (RECESSED) FLUORESCENT WRAP LIGHT AROUND AROUND (SURFACE MINT.) rl 2' FLUORESCENT i 4' FLUORESCENT a 4' TRACK LIGHT - .. ® PANEL METER ,I BATT. BACK-UE OSMOKE SD- DETECTOR W/ HARDWIRE Sp- WALL MOUNTED GATT. BACK-UP S '� SMOKE DETECTOR W! HARDWIRE BATT. BACK-UP W/ ® S/GO CARBON MONOXIDE KE DETECTOR d'IOB HARDWIRE INTER -CONNECTED n SHALL BE A DISTANCECOM. OF NOT LESS THEN 4 FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK IGNITION bOURC:E WH WATER HEATER TO 1g ELEVATFID DISCONNECT AIR CONDITIONING TO E 21 V UA:O, A/ DISCONNECT SEE THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRED O TO BE SUPPORTED IN ACCORDANCE W/ BOX J.BOx MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING PAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nnnnnn 36• INCANDESCENT LIGHT STRIP nnn 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES �--�� UM PORT ' LOCATION OF TV JACKS t PHONE OUTLETS 4 FANS TO - BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. - ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 'ITH EDITION (2020) 4 NEC 21012 2011 EDITION. - 20 AMP DEDICATED LAUNDRY CIRCUIT. - GPI s ISLAND (NOT ON KITCHEN CIRCUIT) - DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL + BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTEWITTENT PER ELECTRICAL PROVISIONS OF SECTION M150'13 FBCR 1TH EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). ' ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). - ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15X OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PE14 F&C ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th EDITION RA04.1 CE IL INCv MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN �II •� "K:7r (COVERED LANAI I I � I I PRE -WIRED \ I CLG FAN \ e I URO M LIVING 71 BDRM.#1 ROOM 0. 1. PRE-WIRED- CLG FAN / / PRE -WIRED CLG FAN I \ I C7 O d) Il Il L SWITCH N L _ _ L o, CAE51NEt C r � I ! /i II L. BAD I ,4- CFI / t GF1 W.I.C. REF I /' SINK I D' I I -1 \ OUTLET \ FOR DW -— VP -- KITCHEN GFI LAUN.,r . lLJ I7 PAN �`r �i� GFI \\ RANGE (III J CxFI, �GFI 1 ---- BDRM. 4 �\ N DE1�T II HOOD WIRE LU/ OU TLET FOR 3 FUTURE MICRO I / I S/GO - l'J PRE -WIRED 1 r' CLG FAN 1 — BDRM.#3 FA/CT �\ 1 I I R A I PRE -WIRED \ I L L — J CLG FAN I I n \ I — - WI %-4Fl H 44'AFF. 44'AFF. WH Q� P.S. FOR GA �xRE \� \ BOLLARD As Ra. tLUALL — — PER BLDG. \ CODE BATH 2 I \ - ico MOUNTED I — LIGHT W/SWITCH IN \ ATTKPI S CLG. J +n KEYLESS OUTLET 11.14 d FIELD BDRM•#2 / FOYER FIXTURE 0_ VERIFY IRRIGATION LOC. / Al OUTLET 6 i IV A 48' A.F.F. 1 ENTRY GFI GARAGE n PR -WIRED , CLG FAN �1 .I P.B. FOR q . I CHIMES — — _—___—___-- OPT. COACH LIGHT ELECTRICAL SC LE 1/4" = 1'-0' PLAN PANEL: 6?16 mop crt. breakE FEEDER: 3-#1 C(THWN WP Panel MAIN - A r VOLTAGE:: 12U 1240 V -1 Ph MAIN: 1 bU Amp M.C.13 &1-#6Cu(G)in11/2"C.OR3-#210ALTHWN&1-#6Cu(G)jn1112"C. Wire Pole I Bkr Description Watts Circuit `Circuit Watts Description #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 A/C C.UA Space 7 $ PANEL: 42 crt. breaker FEEDER: 3- #1 O PANEL - A VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L.O. I THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pale Bkr Description Watts Circuit Circuit Watts Description #12 1 20 Small Appliance 1500 3 4 8000 Range #12 1 2D Microwave / Hood GFI 1800 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater #12 1 20 Religerator 1500 7 8 #12 1 20 Dining Room Lights and Recepta les AFCI 1500 9 10 1200 Disposal GFI Bkr I Pole 35 2 #8 3kr Pole Wire 50 2 #6 25 2 #10 20 1 #12 #12 1 1 20 Bath #2 GFI Receptacles 1200 11 12 150E IDishwasherGFI 20 1 1 #12 #14 1 15 Foyer/Hall Bed. #2 & #3/ Bath #2 Lights AFCI 900 13 1 14 5000 Dryer GFI 30 2 #10 #14 1 15 U Ang Room, Lanai Lights AFCI 1 900 15 16 #14 1 15 Kitchen andPantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 1 #12 #14 1 15 SD & C/O AFCI 900 19 1 20 1000 Garage Door Opener GFI 20 1 1 #12 #12 1 20 Laundry 1 Bed #41 Dan AFC! 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 1 #12 Space 23 24 900 Bedroom. #1 AFCI 15 1 1 #14 Space 25 26 9N Bathroom #1 AFCI 15 1 1 #14 Space 27 28 900 IExterior 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 AlC AHU-1 (Heater 5 KVA at 65P/o I, 5525 39 40 Space 41 42 Space .Load subject to demand factor calculations ! line 16000 27600 Load subject to demand factor calculations 1 line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND. FAULT INTERRUPTER. e r Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Total Ccnnected Load Watts 34269 Total Am ps (watts / 240 molts) 142.8 : General Lighting & Recel iacle Load Total A/C Square Feet 1828 General Lts & Red 3 W / Sq. Ft. 5484 Hi -Hats 1 at 65W/Li ht at 100%' 65 Total General Liohts,& Rec (Watts! - 5549 Ckts# 1 watts/ckt I Tota General Lts & Rec Panel A F-91 817 Reviewed tot Q00a I — I Compllarl0e I Universal En9ineenng I scienI ° L I LED LIGHTING LED LIGHTING DOUBLE LAV. SINGLE LAV. BATH 01 BATW 02 PROVIDE 302/0 CU, THWN + Ws CU IN 2' CONDUIT OR 3 04/0 AL, THIN + 106 CU IN 2' CONDUIT OR 2/0 AL. SP.R (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL II - NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 129 140 VOLT GENERAL NOTES; M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR1T44 PANEL EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENT&. 1501 P B. ALL CONDUCTORS SHALL BE TYPE THHN/THILN UNLESS CB NOTED OTHERWISE. POUTER COMPA TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N W U 0 V W 4 F A ti _4 W r I f f � v r 5549 A SVBDIV. 8e LOT.' CREEKSIDE PHASE 2 LOT #21 CABLE TELEVISION SERVICE ENTRANCE Ea lUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1114 EDITION (2020). 5/8" P[A X 8 FT LONG COPPER CLAD GROUND ROD MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: - _.- ELECTRICAL PLAN I60 MPH EXP. ;'' ARCHITECT. STATE OF FLORIDA VA - MAR 2 4 2021 LIICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 21 SCALE: 1/4'o=1'-0 SHEET EI i PLUMBING PLAN SCALE: 1/4 = V-0' 3'-2° 0 r- C i v TU T Mr (LE (ALTEWATE RIGHT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance Universal Engineering 5,enoes F W 7T C� o ' yF K G h A Cr M sysDly rI or CREEKS'IDE PHASE 2 LOT #21 PROJECT# 04321.200 021R1 MODEL: 4EBB "1828—CALI" GARAC}E SWING. RIGHT rPAGE• PLUMBING PLAN 160 MPH EXP. ARCHITECT. STATE OF FLORIDA i_ MAR 2 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 1T 21 DATE: SCALE: 1/4"=1' - 0" SHEET p1 LIVING ROOM DINING ROOM 10X6 120 CFM MECHANICAL SCALE: 1/4 = V-0' PLAN OgReviewed for Code Compliance Lniversal Engines ino Sciences R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4J FRAMED WO - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 F W V rlq O 0. a v A SLJBDIV. 8t LOT: CREEKSIDE PHASE 2 LOT'' #21 PROJECT# 04321.200 021R1 MODEL 4EBB "1828— CALI" GARAGE SWINGE: RIGHT PAGE: 1 'i MECHANICAL' PLAN 1_60 MPH EXP. C a F'. 2X4 TOP PLATE PER FLR. PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL s 32' O.C. MAX PRE-FAB TRUSS 2X4 WOOD STUDS ®24' O.C. SLAE NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON-BRG.' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 501r2ll. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1 _O TYa. ELEVATIONS o.. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLANDy CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0" FIN. FLR.� �- 3 5/8, OR 5 3/8, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' METAL STUDS 24' O.G. 1/2" DRYWALL 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8° LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4" PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE 1—STORY \-FINISH FLOOR TYP. INT. WALL 2A METAL STUDS A� (NON-BRG.) D1 1, I SCALE: 1/2"=1'-0' 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PER ELEVATION_ --- - SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS a 24' O.C. 8' CMU 1/2, GYP_ WL. BD.� WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905JJ. 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'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 7-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301_I3 AND 1609.5.1. W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE' 3/4'=I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH U5ES (2) TWO LAYERS OF ASTM D226 TYPE ii OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 5" DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS i I IPE THROUGH BOND- BEAM SCALE: 3/4" = I'-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 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—L/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 8' CMU ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.1.3 AND 1609.5.1. A W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D� SCALE: 3/4'=r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE IiI OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR 703.4 - 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 flashinV shall Comply with AAMA 'ill. All exterior fenestration products shall be sealed at the Juncture with the building wall With a Sealant complying with AAMA 500 or ASTM C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTM 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_ \ CAULK AND SEAL G� LNE PVC SLEEVE FOR G48 LINE ' o�u 1/2' GYP. WL. BP. -- . WOOD BASE 2B GAS LINE THRU BLOCK Illli SCALES vr.r-®' 2X4 SPF 24' O_C. MAX. SECURE W/ (2) 12d NAiLS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMI3 PER PRODUCT GALV. STEEL APPROVAL Il VERTICAL TRACK 1' MIN. SY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ a' CM SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD AttAcHED TO FILL CELL AS PER PRODUCT APPROVAL RFa SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) BY 3 1 GARAGE DOOR JAMBS D1 J SCALE: i 1/21l FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI_ SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE MAX. PRE-ENG WD. TRUSS AX 2x FASCIA PER o.N ELEVATIONS fY PER ELEVATION,' VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE CO ENERGY DE FORMS FOR INSULATION R-VALUES THICKNESS AS PER PER ELEVATION SHEET SNI. SECURE PER - - FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNi. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS 'IR WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. BD. WOOD BASE CMU 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J W N U w ti r c A $UBDIV. 8e LOT: 'CREEKSIDE PHASE 2 LOT #21 PROJECT# 04321.200 021R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS %J60 MPH EXP. C ARCHITECT= STATE OF FLORIDA MAR 2 G 2021 MICHAEL C. ANDERSON AR NO V305 PRINT DATE: 03 17 21 SCALE: 1 /4"=1' — 0' SHEET i TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J—BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS 'U/ 4' MIN. EMBEDMENT U/ 2' X 2' X I/&' WASHER 4 NUT A Ll LJ Ix4 P.T. OR W4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3AW 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 ,ECURE 2x4 O FLAT TO ELK W/ MASONRY NAILS. SIDES: ------- 2X(p GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J—BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. L IL J L NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 12 Or —Al V!•.r—V 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 70 PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X(P: CIE SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. L�lj 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 +1 1/2" B 1YINDOW TO BLOCK +1 1/2" 2X4: CM 2X4: CM 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE U45 MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 IS' OTC. MAX END 4 180 O.C. MAX END 4 18' O.G. MAX SPACING. SPACING. SPACING. 2X(2: ® 2X6: ® 2X6: CEM SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS WK2) 3/16' TAPCONS WK2) I/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 8' CMU WITHIN ON OF EACH END 4 18' O.G. MAX SPACING. 4 18' O.G. MAX SPACING. 4 10' O.G. MAX SPACING. 8' CMU 2X8: ® 1/2' DRYWALL 2": ® 1/2' DRYWALL ❑ 2X8: ❑ 1/21 DRYWALL SECURE TO BLOCK I'X4' SECURE TO BLOCK I•X4' SECURE TO BLOCK 1'X4' W/(2) 3/16' TAPCONS P.T. NAILER WK2) 3/16' TAPCONS P.T. NAILER W/(2) 1/4' TAPCON8 P.T. NAILER (MIN. SHANK SIZE .145 l/I6' 0SU3. X 4' MIN. (MIN. SHANK SITE .145 DOOR CASING (MIN. SHANK SIZE .145 Ir MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 T/16' 0SU5. X 4' MIN. MIN. EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN 8' of EACH END WITHIN 8' OF EACH END DOOR CASING 4 18' O.G. MAX 4 18' O.G. MAX 4 IS' O.G. MAX SPACING. POOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH t0 2X PER ATTACH TO 2X F'ER MANUFACTURES DETAILS. MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 7/16" �IYINDOW TO BLOCK +1 15/16" BLOCx -,s\1IINDOW TO BLOCK +3 7/16" ry gaNROm m +:;" HIM 2X4: ® 2X4: ® 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .1417 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH WITHIN B' OF EACH END 4 18' O_C. MAX END 4 18' O.G. MAX END 4 18' O_C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRJCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED 2X6: ® ON OUTSIDE 4 SECURED 2X6: CIM ON OUTSIDE 4 SECURED SECURE TO BLOCK NON—STRUCTURAL THROUGHSECURE TO BLOCK THROUGH NON—STRUCTURAL SECUREBLOCK TO THROUGH NON—STRUCTURAL W/(2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' W/(2) 3/I6' TAPCONS 3/16' tAPGON MIN. 1- 1/4' W/(2) 1/4' TAPCONS (MIN. 3/I6' TAPGON MIN. I-1/4' (MIN. 814ANK SIZE .145 EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN EMBEDMENT I I/4') MIN EMBEDMENT 11/4') 8. CMU EMBEDMENT 11/4') WITHIN 8' OF EACH ENp g• CMU WITHIN B' OF EACH END WITHIN 8' OF EACH END 8' GMU 4 IS' O.G. MAX SPACING. 1/2' DRYWALL 4 IS' OC. MAX SPACING. I/2' DRYWALL 4 IB' OC_ MAX SPACING. 1/2' DRYWALL CMU _ ❑ 2X8: ® ❑ I'X4' 2X8: ® ❑ I'X4' _� is DRYWALL SECURE TO BLOCK I'X4'` SECURE TO BLOCK P.T.P7NAILER SECURE 70 BLOCK P.T. NAILER IX FURRING W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS POOR CASING W/(2) I/4' TAPCONS I' P.7. X 4' MIN. X'"' "' (MIN SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 w MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 RIP 2XIO TO MIN. EMBEDMENT 1 1/4.) MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CASING DOOR 8--I/8'W WITHIN 8' OF EACH END WITHIN 8' OF EACH ENp MEMBER W/(2A2d WITHIN 8' WITHIN 8' OF EACH END FRAMING HOLD FLUSH TO 4 18' O.G. MAX 4 18' O.G. MAX OF EACH END 4 Co' TO 8' O.C. MAX 4 IS' O.C. MAX INTERIOR FACE SPACING. DOOR JAMB OR WINDOW SPACING. SPACING. OF DRYWALL ATTACH TO 2X PER POOR JAMB OR WINDOW DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. ENTRY DOOR BUCK NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4') nREQUIREMENTS (X)KTA DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" 1PINDOW TO D BLOCK +2 1/4" %% W TO Ri.00K +3" WINDOW TO BLOCK +3 3/4" H 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r �111'll �111111, 701t4321.200/02IR1 DIV. 8e LOT: EEKSIDE HASE 2 OT #21 ECT# MOIDEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 2 b 2021 MICHAEL C. ANDERSON AR NO V305 PRINT DATE: 03 17 21 SCALE: 1/4"=1'-0" SHEET �2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH • 9' O.G. MAX (VERY-). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY a' THICK, 3 1 CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED all (VERT.) O.G. MAX AT SUPPORTS WRS LAYER 01, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM NNSTALLED PER To }" LATH SHALL NOT CsAP MIN. 16-tTilo7> BE CONTINUOUS 6' TO 8' e' THROUGH CONTROLN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 PROVIDE 2X4 SLOCKING \ PLACED FLAT MAX 6' TO 8' FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.04T5' WIRE / 3. BLOCKING SHOWN MAY SE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD NUARP PT. A Ot FOLD NLLARD PT. A 2. CMASE • PT. B C OL FOLD INWARD • ® L FOLD INWARD • I A PT. A 2. LTFEASE . Pr. D 2. CREASE ■ Pr. B . CREASE • PT. C 3 3. GREASE . PT. O 4. FOLD PT. C OVER PT. B TILL PT. C TOWCFES ^ BOTTOM FLANGE ® ®FOLD • M. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHINGLE ROOFING DRIP EDGE: OVERLAP 3'. EXTEND IM BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX BOTTOM I v MANGE L WATER TIGHT SEAL TOLD, 22 NS2Z CUT. i' THICII 3 COAT CEMENT PLASTER (gvAr'E), 1)2' 2 COAT GM IENT PLASTER (Q" 6U UPS LAYER 4, FORTIF15ER / BUILDING PAPER(Fisi ONLY) LAYER 01, �BTUCCO WRA= MRI aCY) LAP LAYERS OF BUILDING WRAP AVER NAILING RANGE, STOP WRB i JJ' ABOVE BHINGLE6 lF7PAME ONLY) _ . PRAM OR CMIJ EXTERIOR . IXiC:FNIAi I MD I WALL FLASHING l ADETAII KICK-OWT HING(MrG FLAS FASCIA WRAP [6M�:M::AT� L KICKO JTBOTTOM T ROOF 1 CTIaNs NOTE: APPROVED BUILDING: WRAP SHALL BE LAPPED A MINIMUM OF 6' ■ VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTISER SHEATHING TAPE 1 -r I" MIN. LAP s METAL LATH 6' MIN PAPER LAP BELOW ONLY 1, / WR13 LAYER 62, FORTIFISER BUILDING PAPER 2 APER LAP SCALE: 11/2':I'-0' KICKOUT d.� DETAIL WATER TIGHT SEAL (BEND OR SOLDER, DO NOT d1T1 LATH VERTICAL LAP TO BE 1' METAL LATH WPM LAYER 01, STUCCO WRAP I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. NOTE; FOR REPAIR OF TEARS IN WPM LAYERS, TEARS MAY M PATCHED W/HOUSE WRAP TAPE PER MANI SPEC. OR PEEL 4 STICK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION FROCEDURE5 WOOD STUD SHEATHING - OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANI SPECS-) BUILDING — PAPER STUCCO — j' THIC< 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFISER BUILDING PAPER WRS LAYER "I, STUCCO WRAP WOOD SHEATHING OR I/16' ZIP SHEATHING SYSTEM(NSTALLED PER M*NUF. SPECS) 6' MIN. LAP LAP ® LATH LAP ! PAPER HORIZONTAL LATH & PAPER DETAIL 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER woap.8#olt%4180 OR CMU WRB LAYER *1, STUCCO WRAP (FRAME ONLY) 9" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR8 4 TAPE OVER ROOF/WALL SCREED 5"X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHIN N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4> WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF ' SELF -ADHERING MEMBRANE FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FIFE N.T.S. 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 FLASHING ERING MEMBRANE WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH Wx6' SELF -ADHERING MEMBRANE FLASHING OVER 41x4' SELF-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASI TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 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 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. N TRAT I ON DETAIL DRAINAGE PLANE CW1;R3 LA"`rER 1*1, STUCCO WRAP) WRB LA(rER *2 (FORTIF-15ER PUfLDING F')AFER) 1"IETAL LATH X X X X STUCCO WOOD OR 7/1(" ZIP' WALL�' !' SHEATHING 5ELF-ADHE5IUE FLASHING — — — — NOTE: 1"IETAL LATH. LATH TO 5E E'ER SECTION RiO3.1.1 / )45T1�1 C-B-I-1�a, MN. 2.5 L155- PER SCE. `I')4fi�'D CUTILITI' OR N01"IIN�L LATH DOES NOT 1"1EET SF CIFICATION5) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N N r7 IN i2 U W C a, -4 i; W 4 F A ti S'CTHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #21 PROJECT* 04321.200 021R1 MODEL: 4EBB "1828-CALI" GARAGE :WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON L AR NO 17305 03 17 21 DATE: SCALE: 1 /4" =1' - 0'" SEIEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I BACKER ROD I WRB LAYER "I, STUCCO WRAP �1 6 DRYER VENT -INSTALL 6' SELF -ADHERING MEMBRANE FLASHING: OVER TOP, SIDE(S) AND BOTTOM FLANGES OFNON-MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE- L BOTTOM, 2. SIDES, 3. TOP - VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS - APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathingand framing shall comply with ASTM C 1063-19a, or ASTM 1787. -HOODED VENT - J' THICK, 3 COAT CEMENT PLASTER - METAL LATH - WRB LAYER 02, FORTIFIBER BUILDING PAPER -WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (UJR5 LATER 01, STUCCO WRAP) WRB LAYER *2 (1=ORT11=15ER - - - - - BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD OR 1/16" V= WALL SHEATHING SELI=-ADHESIVE FLASHING --- NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 LDS. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b" SELF ADHESIVE flNFz//_OVER TOP 8 SIDES FLASHING UNIT - __----PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOFD E SIDES �B DRYER VENT (BLOCK) BUILDING: PAPER OVER 'QUICK FLASH' F_ — — PIPE 714 � � WA L 1 6" SELF ADHESIVE FLASHING (INSTALL PERMAN. SPECS.) BUILD ING (PAPER UNDER ' ICKFLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD 1 VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- RO L PRIOR TO ELEC. METER INSTALLATION -1 ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM •°' �� "' c"'° SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES • k • D. LL • -o SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER 01, STUCCO WRAP WOOD SHEATHING APPLY E-Z BEAD OVER 6® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF #1 5TEF #3 Dlp•0. 0.0 Reviewed for Coda Compliance 0niversat Gn(jlneerin8: 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF- SPECS.) OR WOOD SHEATHING WRB LAYER 41, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1% 1/8' TEXTURED CONSTRUCTION^FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER a I' O.G. MAX 8' CMU l -41 TO .�' MID -WALL WEEP SCREED 11C - z V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYINCs �7EXTUI�D FINISH a MASONRY 7B HORI�70NTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WIRE, LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP LLR5 LAYER 02, FORTIF15ER BUILDING PAPER STE F * ELASTOMERIC COATING OVER STUCCO/ C.V- FINISH (SEE TY ICA WA 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 114, AA #: 0003325 mmommmmoop SUHDIV.. 8e LOT: CREEKSIDE PHASE 2 LOST #21 PROJECT# 043210 200 /021R1 MODEL 4EBB "1828-CALI" GARAGE SWING, RIlr','HT PAGE:. WALL ASSEMBLY DETAILS 160 MPH EXP. C tea• _�,� ;�`•�:e � :o''•' 1 wv,ASTATIE OF= FLORIDA MA112 ;1 2b21 MICHAEL_ C. ANDERSON S T F S T E F 06 AR NO Ta ®s PRINT 03/17/2& C9) ELECTRICAL RECEPTACLE, 03/-i'-o" S ET L W �►t_ L E G E DRAINAGE PLANE (WR5 LATER #1, STUCCO WRAP) WRE3 LAYER *12 CFORTIFI5ER - - - - - 5UILDING PAPER) 1' IETAL LATH x x x x STUCCO WOOD OR i/1(0" ZIP WALL 51-IEATHINCH SELF-ADHESIVE FLASHING - - CORNER 5EAD (FASTENER 4 SPACING 6 1" O.G.) Ct lu 1/2" THIC<, 2 COAT CEP" 1ENT PLASTER APPLIED DIRECTL'r TO MASONRY (?P BLOCK u II -L o I 1BReviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN'HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.at)designgroup.com AA #: 0003325 D' CREEKSIDE PHASE 2 MW GARAGE SWING: RIGHT MAR 2 � '2021, MICHAEL C. AN®E j AR N0171305 PRINT ®3 i7 21 I�aTEs / / i SC!lLEk 1/4"=I'-r1"' � 1 1 �. 51 l 2x(o SUS -BAND W/1 "x4" NOTCH / -_-- --- - - / END, WRAPPED IN -I PEEL. 4 STICK METAL FASCIA WRAP DRIP EDGE �- ------ - ------ - -- a 1/8" -1/8" TEXTURED I �\ I FINISH a WOOD ► 2x6 5Ue SAND - I 1 Valli 1/2" TEXTURED FINISH s CMU a � � � METAL. FASCIA � \\' WRAP Ys" FROM \ STUCCO, 1" FROM �� L �� -- --- - a WOOD WALL A EXTERIOR WALL \ a (FRAME OR CMU) L \` NOTE:NOTCH FOR 2X� \\ rio S B AND ONLY ROOF KIC OUT REMOVED FOR CLARITY RITY ROOF DECK (BEYOND) `.\ // \\ DRIP-E G , 1" OFF WALL Z rizfrl ' =Z r Z%_rZi=ZlNOT INTO STUCCO) \� Fi/8" TE T'RED FINISH i WOOD, 1/2TEXTURED \ / FINISHMU 7! 2x6 SU AND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK ® ELEVATION METAL FASCIA WRAP 1" OFF WOOD WALL. SUS BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH A CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE GUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 II �� II x4 x4 -® SCABBED TO TRUSS W/126 NAILS ro 11-all O.C. MAX. 2x SUAN - 4 S B D W/ lY2x NOTCH 6 END METAL FASCIA WRAP 1�1 Q DRIP EDGE EXTERIOR WALL (FRAME OR CMU) I/ SUB BAND DETAIL ® WALL SUB BAND DETAIL (9) WALL W/KICK— OUT Reviewed foo uouc [nw Compliance Universal Engineering Sciences FRAME OR CMU FELT PAPER DRIP EDGE. (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y¢" ABOVE BOTTOM OF DRIP EDGE. 2x SUB -SAND WIV22"x4" NOTCH Q END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -9 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMLI WALL KICK -OUT' FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) —METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE —2x SUB -BAND W/Il flx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARIT° - 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ARCHIMECT= STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 mmmmoomwAmmmmmmmm PRINT DATE: 03/17/21 SCAIM. 1 /4" =1' -- 0" ' I v r cp F, N 39'-8" 12'4' 4" 74" 4" p 10'-4" 1 ,,0,r FM-12X12 16'-0" 4" CONC. X w LL SLAB X L ILu a °al LL LLI *3 1/2" ' — — — — — — — — — — EXTEND 1 FM-12X18 SLAB 1 1/2" 1.1 r. F I, I 00 N ILL i L LL LJ I kill i �f O0101, TOP OF SLAB 19'-0" 17-4" 3 I I I� X 2 z I t> O a uo Q u I Tj 00I X cm U- I n IL I 4" PVC CHASE - � TE-1 iv 4" CONC. 1/2" e' SLAB 4„2 -8" 1 T 8" 0' 0 TOP OF 5 3'-0' SLAB `r f 3,_6„ N co 0 c coo 00 corl 5 0 CD r I w 00 X N r Lu U a 2 o LL EXTEND �� SLAB 1 1/2" 2 v4"CONC. r'LLI 0D FM-12 A�_� °DSLABa XU X I OOal rLL3 1/2" ' ILL I 5 1op 1 /2" 71101 fl 1 1 1.1 C9 FMM=12X18 1.1 J FMC-12X18 `r FM-12X18 L7 o -- -- 4 1.1 10'-2" 3'-101, 2'-8" 16-0" 14'-0" 4' 4' 21'-4„ 39'-8" FMC-12X1 �i 2'-8" I FOUNDATI01`VTT PLAN SCALE: 1/4" = l'-0" 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. 11.0INDICATES #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 900 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 SOIL 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 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 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 s OF SLAB SUPPORTED 3'-0" 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, WITH30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O:F. SHORT #5 TE-1 8" SEE PLAN 101, (2) FM-12xl2 12" CONTINUOUS 12" - (2) #5's + 0" 0" FM-12xl8 12" CONTINUOUS 18" - (2) #5's - (+)0'-0" FM-16xl8 16" CONTINUOUS 18" - (2) #5's - (+)0"-0" FMC-1208 12" CONTINUOUS 18" - (2) #5's VARIES F-24x24 24" 24" 12" S s : (_)0 4 ` &gRCo ed for Code unil/eEY�saj''llance Sciences eepn8 SECURE STRAP A/C SIMPS❑N WB CONC. W/ UNIT ROLL STRAP OR (2)X EQUAL @ EACH TAP-C AP-C❑NS CORNER OF UNIT 'TO C❑NC. SECURE STRAP SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 1 V x 0 0. a y q y F� 64 ti 0 w 10 mi SLJBDIV. & LOT. CREEKSIDE. PHASE 2 LOT #21� PROJECT# 04321.200 021R1 1 MODEL: 4EBB "1828-CAL G�AEtAGt•E sw=xa RIGHT rPAGiE: FOUNDATION PLAN 160 MPH EXP. C E OF FLORIDAMAR LARCHITECT 2 4.191EL C. ANDERSON R NO 17305 DA ET 03/17/21 SCALE: 1/4"=1'- 0" SHEET s l .1 Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d } SPACING REQUIREMENTS mw 00 _U m0 CO z 8" CMU WALL co M a SEE SLAB SCHEDULE EXT. PORCH SLAB L 4 CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE i\j AND BAR QUANTITY Z_ H I STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS d � � ¢Lu cn co U Iq a cr O U 8" CMU WALL CD N.M to Z TOP OF SLR 1 BARS IZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING 0 in 5 BOLLARD SCALE: 3/4"=l'-0" 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS', SCALE: 3/4"=l'-0" SEE SLAB SCHEDULE TOP EXT: PORCH SLAB ' NN-4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE i SEE SCHEDULE APPLICABLE) z FOR WxD, BAR SIZE AND BAR QUANTITY N _ 2 EXTERIOR MONO -FOOTING @ GARAGE scALE:3/4"=r-o" Lu Lu I tan NEW REINF. BAR C a SECURED W/2-PART Q I EPDXY. MIN. EMBED 8", LINO < p FOLLOW ALL MANE it SPECIFICATIONS FOR m USE AND I v 4" 4" PREPARATION OF HOLE. LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. VERIFY HEIGHT LAP TO OC ROVER STUD OF' WALL W/ PLAN 2x4 OR 2x6 WOO EARING PROVIDE BLOCK G WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. RE B . PLATE TO LA d MASONRY NAIL PROVIDE DBL. TOP PLAT TAGGERED: ZONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE TOP OF SLAB ?1OR SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INUNDATION I WALL SCALE: 3/4"=1'-0" (NO LIFT) 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=l'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 0611 MIN. EACH WAY MONOLITHIC FOOTING p � 111 � . r o ,F — o �o 1 1 FM CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH 1 + I e WAY AT ALL CHANGES IN DIRECTIONS SLAB I I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS iE kARIES _ 1RAGE I � I o ILL .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 3 CORNER BARS DETAIL SCALE: 3/4"=l'-0" AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON _71 NAIL 2-ROWS, 4 O/C BTM. VERIFY HEIGHT LAP T CCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEEP S FOR : PLATE TO SLAB W/ SPACING. SINGLE BT PLATE 1/ 'x DGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PLATE XY 5-V2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w x 3" cr SEE SLAB SCHEDULE Ir TOP OF SLAB „ a, a. m EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD W� SCALE:3/4"=l'-0" (W7 UPLI gJ CD 0 ww w = U U U RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON Code CURB FOR MASONRY UNITS SET AT ELEV: 0'-0" NAILS, 2-ROWS, 4" O/C BTM. I I VERIFY HEIGHT LAP TO OCCUR OVER STUD LL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO OF SLAB SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL T�w� CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. w SEE SLAB SCHEDULE Q EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=V-0" (NO UPLIFT) ¢a 0> m H mLu U J a m0 U 8" CMU W M z ✓ POURED LINTEL CONT. (TYP.) +- 0'-0" 'r 8" CMU FILLED CELL (TYP.) TOP OF SLAB i C.° 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA: SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX00 g • POURED MONOLITHICALLY WITH — — — — FOUNDATION AND SLAB SEE SCH ULE • • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- INTERIOR FRAME BRIG WALL TO 1 OOTING AND COL. P BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591, www.abdesigngroup.com AA #: 0003325 ti M 114 U 0. a 03 w a F A in 0 0 U SSUBDIV. 8e LOT: CREEKSIDE PHASE 2'. LQT #21 PROJECT# 04321.200 021R1 MODEL: 4EBB I;I� "1828-CALI"' C;ARAGE IS WING: , RIGHT SAGE: DETAILS 11,6160 MPH EXP. C ARCHCT STATE OF FLORIDA K ii MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 03/17/21 SCALE: /4'1=11�_0" I 3HEET DOWEL PLAN SCALE: 1/4" = V-0" ti 0. CREEKSIDE PHASE 2 DOWEL PLAN ARCHn`EC!T-- STATE OF FLORIDA MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 -now DATE 03/17 ESCALE: 1/4"=1'-0" SIMET S1.2 TIE VERTICAL REBAI TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BE N r a J Q Q C m F, 00 m m HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" VARIES PER ELEV. \N OUT REQUIRED INSPECTION 0'-0" FIN. FLR. ERTICAL REBAR HORIZONTAL LBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" I #4 24" #5 30" #6 36" #7 42" ZA i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 } SPACING REQUIREMENTS m F— Qw m U O] J v o_ -' 0 Z 8" CMU WALL co co SEE SLAB SCHEDULE EXT. PORCH SLAB J 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z_ MATCH STEEL 6" PVC CHASE N REINFORCEMENT PER SCHEDULE THRU FOOTING r SEE SCHEDULE FOR WxD BAR SIZE TOP OF DENIM== AND BAR QUANTITY PVC CH 4 THRU F SF� O ING LE: $4 /4 =1' 0" REINFORCEMENT PER SCHEDULE NG #5 BARS ; 8" 40 Co w li 1 _o li a CMU UNIT DIMENSIONS a ; ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" Reviewed for Code ED Compliance Universal Engineering Sciences AND BAR QUANTITY PVC CH 4 THRU F SF� O ING LE: $4 /4 =1' 0" REINFORCEMENT PER SCHEDULE NG #5 BARS ; 8" 40 Co w li 1 _o li a CMU UNIT DIMENSIONS a ; ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" Reviewed for Code ED Compliance Universal Engineering Sciences U W O N E. E q I I, i L 3fIEET S I e .! 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 TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od 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. I 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = N CENTER, F.E.S. -FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Fc (psi) WZEI i REINFORCEMENT STIRRUPS REM RKJ BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 11 — 1 (1) #5 1 — N/A I — GROUT D S LID SEE SHEET S2.2A FOR SAFE LOAD TABLES 1 ♦ 8F16-1T/0M/0B ♦ I ♦ � � I q 1 ♦♦ GT �� 1 1410, ♦ ♦ I oY 1 OJ�8F16-1T/OM/OB L If I� 8F16-1T/0M/0B 2.1 -- %♦ I 8F24- 1 ♦♦ ♦♦ 11T/OM/O B� 1 ♦ 1 ♦ GT 1 1 ♦♦♦ 1 ♦♦ �� 1 1 ♦ � 1 1 No 1 1 ♦♦♦ I4, 1 1 ♦ 0 1 10 ♦♦411 1 1� ♦ 1 o op 1� % 1 1 L�L 1 1 co %`' 1 1 % 1 1 y 1 1 � 1 1 � 1 1 � 1 1 � 1 1 � 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 10 11 10 2 1 �1 T 2.1 1 1 1 1 ,� 1 I Ll 1 a01 1 °' 1 1 1 1 1 1 LINO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP OF;INALL EL. 8'-8", UNO. 1, 1 ' ♦ 1 1 ♦ 1 ♦♦ 1 . ♦ 1 i �i ♦♦ 1 � ♦ 1 ♦♦♦ 1 i♦♦ i 1 8RF6- I� 1 1T/OM/OB 0 1 1 5,-4„ 1 1 1 ♦♦ ♦♦ 8RF6-1T/0M/0B 81`16-1T/0M/0B ♦ 1 3L1 ��---------1----------J L--------------1---------------J 8F24 MIN.-1 T/0M/1 B 17'-4' BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIF"T BEAM PLAN SCALE: 1/4" = 1'-0" t 79 kk..=3Ni ;�� .. :' Corti rA rig Irs $ 1, I! 0. � I W C ,,I i n 1 u A � 1 F, t? i r 0 SLTHDIV. 8e LOT:: CREEKSIDE PHASE 2 LOT #21 1ROJECT# 04321.200 f 021R1 ODICXA 4EBB "1828'-CALI" TAEtAaE SWMG: RIGHT ]PAGE: -- LIFT BEAM PLAN AND ' NOTES G 160 MPH EXP. Cam; ARCHITECT. ,7ATE OF FLORIDA - _ � I MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 NAT03 17 21 , SCALE: 1/4 SHEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"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 (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND Reviewed for Cf1d ComAS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 93Universal E din#0ii M WITH A BAR IN EACH COURSE- TYP. 8"x16" Srawas TWO COURSES ARE BOND BEAMS #5 C COU V a P BOND BEAM T 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM O #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND. BEAM IS TO BE CONTINUOUS THROUGH THE —1 #5 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK 8x16 DEL. BOND TOP OF BAR BOND BE; EACH COURSE 8x8 BOND BEAM '. TOP OF O • OQ�GC\\� W/ (1) #5 BAR BOND BEAM 30" TYPICAL F= FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM TOP \O OF OPENING S1 NOMINAL LINTEL TO TOP OF BOND - WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED, LINTEL.BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 v I 0\1 �� 6_ 1 �/ 1 n �/O R 8x8 PRE CAST CONCRETE P�EF�� NOMINAL ' V' ✓ LENGTH OFLINTEL W/ 1BARg WIDAR TH OF MASONRY I;' P HEIGHT # OF #51S, TOP OPENING - 2" CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ^ .BEAM DESIGNATION a REINFORCING O F BOND BEAM THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S,: BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=V-0" 1 AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER SCALE: 3/4"=V-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP ' AND XUXX - 1T/1 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED ` LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) it 2x4 (MIN 2 X 3)1-3/16 PCON OR DRIVE PIN (MIN K SIZE.145 D WINDOW SIZE. MN EMBEDMENT 1 1/4") 8" FR EACH END AND 18" O.C. MAX. 1-1/4" Lb_ EMBEDMENT 3 1/4„ 2x6 (MIN 2 X 3) 2-3/16 TAP 000 PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW r SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" M EMBEDMENT 1-114" MBED 2X8 (MIN 2 X 3) 2-3/16 ,j TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 2X4 SOLID BLOCKING 1/4") 8" FROM EACH EN INSECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1 4" MIN. 2-12d PER BLK. EA. END hI EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL k SILL CONSTRUCTION �� 5 ARCHWAYLFRAM1NG'DETAIL rl k`J kl ka r Fi SIP I.J SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM j �•I I, C' w — PROVIDE #5 BAR STEEL REINF. OF EACH SIDE O LEVATION BOND. BEAM CHA E CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"= Ii �3 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591' www.abdesigngroup.com AA #: 0003325 W rRo rnz Cri W O F R 9 Q X UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #21 PROJECT* 04321.200 021R1 MODEL: 4EBB "1828—CALL, RIGHT PAGE: DETAILS; �d 160 MPH EXP. C ARCHITECT ; STATE OF FLORID /MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 17 21 CAT :1/4"=V-0" 81-MET S2. 1 A Reviewed for Code ED Compliance Universal Engineering Sciences "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 SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB 8/16-1T/0B /20-1T/OB /24-1T10B /28-1T/0B /32-1T/0B TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8/24-1T 8/28-1T 8/32-1T 8/8-1B 8116-1T/1B 120-1T/1B /24-1T/1B /28-1T/16 /32-1T/1B 8/8-2T 8/16-2T 8/20-2T 8124-2T 8128-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 1 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 1 3666 4300 4'-6" PRECAST 398 591 1_ 4 6� PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 3686 4249 5'-4" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 T-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7' 6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9 PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 489s 572 1318 1 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'� PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 4 66 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-411 PRESTRESSED N.R. 252 151PRESTRESSED -4" 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 -4" 191PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 211_4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R.i 1 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 1 319 455 581 1 687 1 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 0 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 00 U w R, r] w 4 F 0 UHDIV. qI CREEKPHASLOT PROJECT# 04321.200MODEL:4EB1828- CiARAC3E 9 WngQ: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 DATE-. 03/17/21 SCALE: 1/4"=1'-0" SHEET S t e 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 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 Qa 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 U-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 B" FROM THE CENTER OF THE COLUMN. TRUSSES W/2X4 BOTTOM CHORD GIRDER/TRUSS W/2X6 BOTTOM CHORD 2x4SCAB NAILED TO END JACK TRUSS BOTTOM CHORD W/MIN (4) 10d ':RE APPLICABLE NAILS FOR EACH CHORD CONNECTION A DISSIMILAR BOTTOM CH GIRDER/TRUSS W/2X6 BOTTOM CHORD DIAGONAL TTOM 2x4 SCAB NAILED TO BRACING/BOTRUSS BOTTOM CHOR HORD CBRACING W/MIN (4) 1.0d NAILS FOR. EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING BRACING ® END CONN ECIOR SCF EDULE I i COYTRULDAI I'. 01/1//1 )" N..lek ISP SISDIGN I i MHek LIW SIMPSON DES. UPLIR GRAVITY )ES. UPLIR GI FASTENER FASTENER H 11 ll-D 1615 MET416: list (8)INX11,/2"I-PLY,(2)116d2.PLY, EMBEDP• (PI 1 tl t I III UPLV 611MS.VIY,FMBED4" to XTA IS 1. 1gN0 :2)META -16 1NO (121 IN xl➢/2.1 PLY, EMBED4" (10)Too x 11/2'•I-PLY EMBED 4" Fra 11 18ID IITYOR HOT T.).... A,if, , Do lfid-0LY EMI (vl 10d xl V2" 1LPLY,(Billd2-PLY,FMBE04" HIP 2'I IXN 1IrA.20 1811, (101➢od x 11/1", 111 l6d-PLV,fMIIFUT' (YI illq x 11/1" 1IP1Y, 811M 2AhY,CMBPUq" I MIAYII 2430 XI HFIAJII 2035 (12)1Otl x 1112", 1 PLY. EMSEDO HO)10 11/1"1.PLY,FMTPD4" 25W (1Dl teaz PLr,EMeeDa^I "1.1 PLY, IMF")," HIG L, 11.1.1 LOT-2 188.1 1INR51/4"x3' wedge' B01[M1 An[ho1s, WOOD 1161 IN (])-114'•x 21/4' TITEN, WOOD(16) lud , 0 LUGI 33tlD LG I3-SD52S 3480 CONC (g8/8"%5"WeEA BOItM1AnvM1o15,.WOOD(12 W52i1 (II) SUS I/q'Ix3' IO GIRDIfl (Q3/8".5"i"FN XDTO WALL �. OH I A.)11 )I PI DETAL20 2480 (16) 10tlx11(2,1PLYALERVATf USEOI (2,'77ACCEPTAE1F (]Bl..lotlxll/2,1PLYALTERNIATE USE O F(2)11ETA20ACCEPTABD MUGT15♦ 3543 MGT« 3965 (115/8-A DINTG"SIRENGTHEPO%Y(MIN. 1) EMMIX,(22110d1OWCX111) F).,tg At It IN HIGH SITENGIF lPDXY(YIPN 114MBFD);(22)I0111 WOOD HUG12♦ 4,/i HGT.2M1 D.. WOOD (91Hold, MASON RY 141/'-1.I.R (1)A4 A. I.P, IN NIGH SI R l NO I P F FOXY MIN 1- I.F.I.I,(11) iod T WOOD. H UGT3♦ 98G0 HGT.3M1 FIX. WOOD(81 FLY, MASONRY 213/1-A.11 (2) 114 A. I.I. IN HIGH SII F NC 1 F I DODO MIN 11" IMBYDI, U,,F'1T WWU: IYIA 111" PANALO. I DO WALL Iq /O FILE, NIIICUWX IOWALL LIA2 1210 PARALLELTOWALL 1210 PEPPINDICl11AR WALL 1➢ (101 ]Otl 10/'1" (III1 Mx1.1/1 MUGT15 1905 VGT 'CRO (1)Sol A I.R. IN HIGH STRkNGI IT EPU%Y IMW. It FMNFII j4) 1"d.I OWD)IN I ACE/(1211(M SO K011PL% (]y/8 AI.H -I NHIO Y SIREN GI H EPDXY MPH l FM"FI), ")'N'1/ x3" HUG( YS IS (21 VG1 118E (215/8 A.IP. IN IGH STRENGTH E PONY MIN. 11 FM P)), So RII/8 P I.II.INHICP fiIxlNGIH TIUSO(M 12 EM8lD ("S,ISl/ SE. MINA "I MTS)2 'Do TDI'S 1Q%2",(1411W Cill.11112' H11IG rvss INSAR 1310 pEI1)A X 1 If, ,(1n11W. (1g IN X1ILO - H111'1 1e13 HIS IN 1310 (241 lot X I112",(2011W (24110d X1 V2' HTW 24 135s. HIS-14 1310 (24)1Od X1n/2",(N)1M (Sg11Ud.11/2" LSIA12HY 9d0 LSIA." HL 5z9 IID)Old (1011W LSP4]aK _ 123s - TAIS123s P4110e (141101 •. .11 A-111- 1",1 1315 91)911tl (l4('IM ME, ATAN ifi4" 1640 (181ptl (1811Op y<, .,I -3o«M1 1064 2050 (221 FLO (21)11M .11, 11.« 2W5 ITH. (2611OC PFFIFSC FC y, KSTI236 2765 3. (9GI10d X1112' (l 11111 %t R/2" KI5124R IHN SO)0 (48110tl II V2' (4811 Un%11/1". LFTA6 98D 1. (11).0 z11j1".(IF)IS) 9) So 1 O PLA I E5, ILL SN 1051 UO5 sPm RIS .25 (61 ION i 0 mUUS Do IW I O 1111 NIOdm11/r•mSTOLE 52N IN 112A IMIM 430 (418d xi ill "IU IIAM,I Bdx1"2 UPUS(. (418d.I Ili I D H lXNT 141 W x 1111"IOYDSI. XECP2 6Go H112 390 (10)10Cx11/2"TOTRUS IDIIW%11/2"TO PUCE. (12)1.111/2• RTl6A 1020 HiNN IW0 -(EUOdXIR/4 TRUSSI(8)IWXn%2"HAPwH (ISO jW X1Off MLIGI IS8 PH04A 41/n VGI&HO114 4540 (28) 1 Do 10 R RLI55,} 101 WESWODD S(RFWS IO MY W/LIE "IH xFAOEDIUXH (III Ill '.-IOWOOD, (IDo1.11/4'x21/2"W/ TXRIACED ROD,(( PUT CAW, " Dj, WY. M LIGI IS&PHDIA I"I VG1&rv010 19411 (281tltl iO8RU55, (101 3 WOOD SCREWSTO PoAWIS/B"THREADEDROD (161 SD51/4"x3"TO WOOD, (3)-9/4"STUD BOLTS W/ THREADED ROD ,O N"W fER/2PLY PALI44 2535 6125 ABH 442 2900 5050 1Y)5/B'A.IF-IN HIGH S1 fNTe'll IPO%Y,/MIN. )',.B... lCl",.(111 IN 1. W(110 (1)I/ A-I'It IN HIGYSI RINGI✓IPOYA(MIN- YT MAE DI IN CONC.,N 11Etl TO Pa1166 14xS 16003 ABUfi62 2190 18205&.IN NIGHSTRENGTTX H IIO%Y,(MIN.>" EMBED( IN CONI(1211Gd TO WOLIN pv/8'AT.R.INHIGHSTRENGTh MXY,(MIN.2"EMBEDJINCONIC,(21G(ITO p .1. a.+ 120S L719++T 131O (]J 3/4 ATR. ISt NIGX si f NGlPDXY,(MIN 2lM3ED11NCIONG 110ATDW0IDID (11 TO p 11N FIIGF S IR-/ ENGI H HPIM1.(MIN ' EMBE DI IN CONC I81Gd TO D AY LIMWBHM1n 1100 LTT2013 NH I'D, (1)3/4 AIR IN FIGH S 1 AT NGTH E FOXY, (MIN ) LEIIA IN MW,(l)1 LIN x l l/)III WOOD (I) III P10.1N.H11,1111 ENO IH4POO,WIN )" E M AF D I IN CONC 1l 11. 10 WOOD PI POGO HTT4 4455 (1157-AT.R IN HIGH STRRNGTH EPDXY M IN T' EMBED( IN GONG,(18) CIA X 2112" III E/8"AT. R I N HIGH STRENGTHEPDXY(MIN 2" E MEED.) I N GOOD, 1211fitl%21/" Go I'll, SUUS HOTS 1. (1)5/8"A.I.RINXIGXSIRSNGTXEPO%VIMIN I EMSEDII N CON"PIG 1 M X) 1/X (I /8'AI.IL I N H IGH S I R LNG 1 H EP0%Y(MIN. V E ME F O,I I N CONt TIM 111%2 11PHD11♦ Y414\ XFDOII SDS. 2 11b10 ] 1"AJ.0.. ON HIGX STRF (1 6TX fP0%Y,(MIN.10"fMBE01N CONC,.j241 WEB WOOD 1 (II- ATT, I N X IGH STR ENGTF EPDXY, UM 1410"EMBED) IN GONG, (4) SOSA' xli." WOOD SCREWS PXDEA F.-,15 D>B 66P5 (1)5/8' A,B.ON FIGH STRENGTH EPDXY,(MIN ]" EMBED) INCONC.NOGA3WCODSCREWS J117/8"A.B_IN HIGH STRENGTH EPDXY, (MIN 7"EMOED)INCOI ROL RJDEOLTSTOWOOD 1 L1X8 /8/0 Y"EM3EDI KY CDNC(3//8"ST 11UNOUY 111 W(Xlp N IM31S%1 R1 I'+X11 /1311 MSHA 3,E/1, a T4/S 5330 (111/1 I.flNLiWMINN"EMBED&NOI UINA IINI&I 6l!lVl ANCHL)P LESS(.AND IIFIM FIK.YCC)NCW/:1/4"DIAIIWxANYhI(RIOHIPU OR ED W/MIN 5"F MBEDIN51ALDLIN IA(F.(1flU AI111SI (III/q AIR INHIGHSTRFN GTHEPO%V(MNfiI'FMBFOMFNTMC.M.II. F 1%Y(MIN 61S'•I-MNfDMIVVI INL:.M.l1.fRf!(III)ITd 111111A TGP,T)l/4'A.I. 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(4)3/8X84 WIdgC-Eo-« kOFIo'5, WOOD(41 WEB WOODYREWS (413/8 x 4 TITEN HD ANCFOR5(2 PER FIANGEI TO CMU,(411/4X2-1/ �NSOPECOSTOWOOD TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING Iq 2F U O C- ClAO m b N O ($j LL O ¢ Z ZQ 0 m ¢ 0 o m O 1 � U O O b 1 m o [[ N O @J LL O -j Z Z U O ¢ Q m o� O x U 1 ¢ a CJ1A rfB n n EJ3 p \Q 1A 1A GT D3G1 1A 3.1 3.1 I j D2 91 Reviewed for Code Compliance Universal Engineering Sciences -r- I > TO lfj Cl) r D1 U U vITT N d -- � o- n -- CJ1 --- - - 7 n �I II HL---�Il: 19 II II V, CJ1 C., CA C- �� � ___ II II I� II II II II II II II II II 'I J5,^P u n IY u u I u n n n u n u u = CJ5 II II If II II IIEJ7A II II II II II II II II I I 6 I 3.1 I I I I I -I -- ----- - - - --- - _- _--- - --A4 - - - - PRE -FABRICATE ROOF - - -2 TRUSSES @ 24" O MAX. I I I I I I 91A = 777�7 I I I I I I _=_ I I I ¢ 227x54" _ _ - I ATTIC ACCESS - A I I I I I I I I I I I I A9 A11 ��� O� = o k A13y 1A --- 1A Gq`�F6 I 3.1 =-_ = 33-1 I = =- 1 _ = A151 A16\ -1 r_G- UL-© FRAMING PLAN SCALE: 1/4" = V-011 8LTAK 1A A 1 2194 HWY A1A, SUITE 301 s INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 a www.abdesigngroup.o0m l AA #: 0003325 W W y. O 0. a; A F A 2 SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #21 PROJECT# 04321.200 021R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 1.60 MPH EXP. C ARCHITECT. STATE OF FLORIDA Y vi MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 21 } SCALE: 1/4"=1' - 0" SHEET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 2" NAILS TO TRUSS 3-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 2' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3144-" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 2" NAILS TO GIRDER 1x2. 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING. SEE "ROOF.M/ALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4". 6". 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1 a �b 1 c I GIRDER CONNECTORS) SCAL NOTCH DEPTH 1/4'D O /,2/5*[D HOLE EDGE >5/8" HOLE DIAMETER SGL. STUD OUTER 1/3OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS O SCALE' 1 V2"=1'-0" EDGE >5/8" HOLE DIAMETER <3/5'D DBL. STUD ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 — TRUSS ANCHOR WITH \ (9) 1 Od x 1 z" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �1Jr V--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WIr 1 1 WITH (4) x 5" TITEN HD TO CMU AND (12) SDS "x 2 z" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2, 2x WOOD FASCIA (2) 2' x 5" TITEN HD TO CMU AND (18) SDS 4" x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) 2" x 5"TITEN HD TO CMU AND (18) SDS L' x 3" 1 x2 SECURED W./ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM - ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF ��(��GI�RDER CONNECTOR(S) 6-0" MAX (W11 X4) R 10'-0" MAX (W/2X4) 1x. ..... .._.. MAX., OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/(2) 10d COMMON NAILS AT EACH CHORD INTERSECTIONTYP. BTM. CHORD BRACING G SCALE: 3/4"=V-U # 1100 UPLIFT SIMPSON - HTSM20 W/10 1Od TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1 Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL -- PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. Reviewed for Code Compliance Universal Engineering 91 Sciences 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6" 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 (P 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS u r THE USE OF ALTERNATE MATERIALS 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, FI, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATFRIAI q OldiLt: 3/4= I M ■ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 M 04 W v O a U W O F ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #21 PROJECT# 04321.200 021R1 MODEL: 4EBB "1828—CALI" C}ARAGE SVfMG: RIGHT PACE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 2 G 2021 MICHAEL C. ANDER AR NO 17305 r DATE: AT : 03 17 21 SCALE:1/4 P1=11-011 SHEET S 3. 1 L 4 PRE-ENG GABLE TRUSS— 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION LIFE 2x6 PT. PLATE TO BLK /2" qIA. ANCHOR BOLT W/ 2" ')HER SET IN HIGH ENGTH EPDXY 6" MIN. ED. AT OC MAX. URE GABLE TO 2x8 P.T. TE W/ 12d'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'-0" O.C. MAX. GABLE END BRACING W/ PRE—ENG GABLE TRUSS 0 CMU WALL iffmil Reviewed for Code Complianneerin6 93"iniversal En9 ScienceS 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 � W � t I 1 3LTHDIV:' LOT: CREEKSIDE� PHASE 2 LOT #21 , PROJECT# 04321.200 021R1 MODEL : 4EBB'. "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C mmmmmmmo ARCHRECT-. STATE OF FLORIDA y MAR 2 4 2021 AICHAEL C. ANDERSON AR NO V305 'RINT MATE: 03 17 21 CALF: 1/4$$=1'-011 4FIEET r 3.1 T a, 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACINb IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'4" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-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 FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING; SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO 1x2, 2x WOOD FASCIA 1/ LCQNNECTION PER I SEE ARCHITECTURAL T USS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW, CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN 6CALE:3/4"-1'- IVTCR� 421bMil SIDE VIEW VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. eIlancedeComp ineeVg,,Rev,,ev,ed nivrSGE1ep,es s 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591' www.abdesigngroup.com AA #: 0003325 EZ W , U y o� E 0. f. �J A 8tMDIV. 8a LAT: CREEKSIDE PHASE 2 LOTL#21 PROJECT# 04321.200 021R1 IODEIz 4EBB "1828-CALI" 9 GARAGE ILSWING: RIGHT 3PAGE:' DETAILS 160 MPH EXP. C ;MAR TECT STATFLORIDz I: r, 4 2021 MICHAEL C. ANDERSON AR NO 17305 ; ) PRINT DATE: 03 17 21 5 `� SCALE:1/4" - _0" { _ A SHEET Sae IC a� "A' GABLE -END ` �L--- HIP ROOF 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.BO) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) W'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O_C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END - ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR- SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS RSRS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, 23/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS 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 & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C- ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: Bd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS @ 4" O.C. 11 TOP & BOTTOM EDGES I, J_ Z 1 z D o Y W z LL- = z rn U z O � . J Q to zw �o (7 w Y @ =U �d Z V CC Co M 1n Iro 0 w Y L U ob N to Go EXT. SH RAFTER OR TRUSS ROOF SHEATHING Z H � o I I m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING 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 C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ],_ L. T . 34" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGAI STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF GOLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE CONSTRUED TO APPLYTO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COL EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WIT[ _ April 21, 2021 EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE Planning & Development Services DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: Building & Code Regulation Division TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHEI g g OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED T( 2300 Virginia Ave. ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRE Fort Pierce, Fl. 34982 _ -- THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 772 462-2172 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM At 064/A1064M, GRADE 65 AND BE PLACE[ RE: Permit # TEMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. I D.R. Horton Homes THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" 00, EACH,WAY. Creekside Lot 21 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. Response Letter DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, For the above listed. project, the 1 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST f p J plans indicate 7/16"roof sheathing on Sheet iSNI. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STAND, This is an error on the plans. The correct Callout shall be-19/32" Sheathing thickness and CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO the Correct reference for wind pressures is ASCE 7-16 Ieference. AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE £ ROOFS LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 1 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #71 PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EAC DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 pat TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROL BALCONY LIVE LOAD 60 psf WALL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROI WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WF (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOpal, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INST, AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUI SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIRE Should you have any questions, please feel free to contact nlr. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT - STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMME OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. Sincerely, - - - COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. --'� - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGUI ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. B DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO B( OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONR: WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30 SPECIFICALLY q q DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX S _ APR 2 1 Z�[1 WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE. _ TO CONSOLIDATE GROUT. '-IV.i-icltael C. Anderson FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL 8E USED EXCLUSIVELY ON THIS PROJECT. M( F101�i,_LE:�YCliiteokAR17305 FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL, 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 PROTRL - MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION A - THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE: .. 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATAFOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTMC94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. 1-1/2"FOR #5 AND SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4". FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Jy w 2194 Hwy ALA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www.abdestgngroup.com Reviewed for Code ED Compliance Universal Engineering Sciences 3 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY a �C 1 1/2" EMBED., 4" END DIST., MASONRY CONC. NAIL 1 1/2" LONG. 8' 01C TO MASONRYMONC. NO WASHER FASTENER 1 112" EDGE DIST. SOD, AL. EXT. DOORS CASE HARDENED COIL 9' O/C WINDOWIDOOW FASTENED GARAGE DOOR BUCK 3/8'DIA.OR 1/2"DIAEXPANSION BOLT 1W O/C (3(8DIA) 4' EMBED.. 4' END DIST., 1x PT, SEE NOTE 6 NAIL 1 11T LONG. STAGGERED INTO MASONRY/CONIC. TO MASONRY/CONC wf WASHER_ 24.0/C 0Z DIA) 3" EDGE DIST. METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING WINDOWBUCK CASE HARDENED COIL 9"O/C WINDOWDOOR,FASTENED 1x PT, SEE NOTE NAIL 11/2'LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3i18'DIA. 'TAPCON' 18 OTC 1 1/2' EMBED, e' END. NON -BEARING WOOD 1R' EXPANSION 24. DID 4' EMBED. 4' END BUCK 2e PT, SEE NOTE 6 NO WASHER FASTNER DIST, 1 1/2" EDGE DIST. WALL TO CONIC. SLAB W/ WASHER BOLT DIST, 3" EDGE DIST. 2. PT WINDOW BUCK p.138"PAF x 2 V13' 9' O.iC 4' ENO. DIST., 1 1/2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 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 AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. I 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F t U W O� E. V Q F ti W 0 X JUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #21 PROJECT# 04321.200 021R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHITECT; STATE OF FLORIDA I/ MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 DATE": 03/17 /21 SCALE: 1/4"—f-0" SHEET TYP. EXT. SHEATHING ATTACHMENT