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Home My WebLink AboutBuilding Planso 2 8 ..1m��a 10\1\N�\. 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 " STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -FwFmA BuRDING CODE, RESIDENTIAL, 7PH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE CONTRUCTION -MINS INTERIOR FINISH — 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 1-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 A1A, 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 ,CONSTRUCTION BASED ON THE DRAWING SET. . Vi11JV. LIVING IV& SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16477b CU. FT. ABBREVIATIONS ARV. [AMP. ABOVE LAV. LAVATORY ABC' AIRCONDITICINING LI-1C LUMINOUS AD.L ADJUSTABLE M.C'. MEDICINE. ('ABINE.T ALT. ALTERNATE. MFR. MANUFACTURER AMPT?RA(iP, MIN. MINIMUM BD- BOARD M.T. METAL, THRESHOID CI. CENTER LINE MTD. MOUNTED GAB, CABINET MI'L. METAL C'LG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTF,R CONC. CONCRETE PT. PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TTLF. PH. PHONE D. DRYER PLT. PLAITT, DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLA7ED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DR. DEEP DOOR R.A.(`i. RFF. RETURN AIR GRILL. REFRIGERATOR D.S. DOWNSPOUT RM_ ROOM DTI_ DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE F.XT DR EA. EACH S.U. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHI. SHEET EXH, EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWP - SHOWER F.G. TX. FIXED GLASS SIM. SINIII.AR F G� FUFT, GAS SL. SLIDING FIN. FINISH Sl.. GL. SLIDING GLASS PLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA GAUGE THK. THICK GAR DISP. GARBAGE DISPOSAL T.O.C.. TOP OF C.(7RB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OFPLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE, BIB OTHERWISE H.C. HOLLOW ('ORE V.P. VAPOR PROOF HDR, HEADER W, WASHER FIGI. OR HT HEIGHT W WITH INSUL. INSULATION WD. WOOD INI. INTERIOR WDW. WINDOW WH WATER HEATER W.I. WROUGHT IRON REVISIONS DATE DESCRIPTION 01/26/18 CD'S ISSUED 01/15/18 2011 FBC UPDATE _ 01/16/18 CD'S RE -ISSUED 0212148 SIDING ELEVATIONS ADDED — 03/26/18 CD'S RE -ISSUED _ 04/19/I5 FOOTING REVISION PER M. 50WES 0612148 CD'S RE -ISSUED 02/113/113 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/113 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5AT50N (MELB.) 04/24/19 REVISED HVAC VOLUMES ON SGiFT CALL SCHEDULE (MELBA 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) 06/11/19 ADDED LED LIGHTS a KITCHEN 4 BATH PER MARK BOWES 01/19/19 ADDED STONE OPTION ELEVATION C t D (TAMPA) 013/11/19 ELEVATION 'G' SIDING -ADDED LOUVER ® GABLE ROOF 10/25/19 ADDED OPT. W-O' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH 5IMP50N CONNECTORS 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09R0 OPT. 8'-O' CLG. HGT: ADDED LED LIGHT IN FOYER _ 04/09/20 OPT. V-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS 'L' 4 'M' (OR ) 01/15/20 ADDED ELEVATIONS `MG'-'MH'-'MS' (ORU 01/01/21 2020 FBC UPDATE 210eyo- 04pw INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG D1—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 # PG Sl-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 PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DESCRIPTION Reviewed for Code complianceering Unlver'09 s, Enn nos 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Ab \\atevq sysDly a� LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 010R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C STATE: OF FLORIDA MAR p 9 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT ATE: 03 Ol 21 SDCALE: 1/4"=1'— O" SHEET cI GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 'FLORIDA BUILDING CODE RE 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMEN FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIC BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DE THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECT DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TC OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WI1 THE CONTRACTOR WILLBE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OM CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRI FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURE OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURII CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH[ 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS; ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2 AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GA RAGE DIRECTLY INTO A ROOM USE D FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGSSEPAR, DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENII GARAGE: 4. A E SHALL BE SEPAR ATED FROM THE RESIDENCE AND ITS G R S PER SECTION 302.6 & TABLE R 302 6 THE GARAGE LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS! SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY,NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION S PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. A. i Stye WORM TIMBER iIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1. ALL WOODS .AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED TSARE UNDER HEREIN 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: R DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 3RIS BY FINISH GRADES, PLANTING AND IRRIGATION C. SOUTHERN PINE INSPECTION BUREAU: ION SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1 2014) TO W I ORK E. APA - THE ENGINEERED WOOD ASSOCIATION: 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/2 THE HORIZONTAL 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. THE'ATTENTION H TH WORK R AGAINST IL N CONCRETE R MA TREATED. 2. ALL LUMBER EXPOSED TO WEATHER, 0SOIL, CO C 0 MASONRY MUST PRESSURE THE , ?STRUCTURES,LA65 STEPS''. AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN $ LAYERS 5: ALL BACKFILL A S , SSIONS CTICN IN THE AND/OR DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE AND COMPACT TO 95 /o MAXIMUMS 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. .BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. T E IRED CODES 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. IG 8, EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE, PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. IECT ENGINEER, 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. DRAWING: 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS 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 :QUI PED WITH I F APPLICATION OF THE TERMITE PROTECTIVE TREATMENT., A CERTIFICATE 0 COMPLIANCE SHALL BE ISSUED TO THE THE WALLS ; FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 3 NO LESS THAN THAT CONTAINS THE FOLLOWING STATEMENT BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANYH C S TABLE R301.2(3), MANUFACTURED SOFFITS SHALL. BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE , "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES MNG THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %"?HICK, OVER FRAMED WALLS " MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS IGS I TO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. TC TI AREA BY NOT 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS INCLUDING BUT NOT LIMITED TO: IHAL BE - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS EQU VALENT " L" FLASHING HORIZONTAL LATH AND PAPER DETAILS 1ALL LSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS 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 FLASHING DETAILS 4. SHALL BE INSTALLED INSTALLED PER ASTM-Cl063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUMi OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERST09D AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Cod,; Compliance Universal Engineering 1B Science= CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com sly �7 P 0 a -', a �! 1 II }} ij j CREEKSIDE I' PHASE 2 ( LOT #10 �) F]R0JECT# 04321.200 01OR1 MODEL 4EBB "1828-CALI" ' l a -PRAGE SWING RIGHT PAGE: GENERAL a NOTES 3 ^a 160 MPH EXP. £ i >�.�.�:v STATE OF FLORIDA F MICHAEL C. ANDERSC'`'' J TE: 03/01/21 j SCALE: 1/4"=1'-0" SHEET G �T JL V GROUNDWIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Al MEAN SNOW SPEED TOPOCsR4PHIC DESIGN WEATHERING': FROST LINE 7E10-IITE DESIGN UNDERtLAYMENT HAZARpS a FREEXIN(s INDEX' ANUAL TEMP LOAD (MPH) EFFECTS CATAGORY° DEPTH" TEMP• REQUIRED^ NA 160 C NA NEGLIGABLE 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 R302.10J THROUGH FBC R302.105 3 _8 ,1115, 1 EXTERIOR MASONRY i WALL BRG. HEIGHTS j { 8'-8' BRG. ?Elio IWL 11'-4' BRG. 271-O'l m s4 I I0 -0' 61 I @ I& of COVERS I °� 777 LANAI I f >..,.. _ 8i_B1 CLG I a 4 6068 S .D_ I 0 �2EGRESS --- o r GAW-6 ROOFS 1V ROOM a DINING H. ,> W . ROM r ROOM BEDROOM #1 .& � � 8 -8 CLG 2 t i < !V\\ K 11 K: A� � �, }r( yiJ� � � fUA i': 4f �• Nw t%�. GABLE ROOFS 2X8 10< t3 s� 45' HP ROOFS SQ.FT. CALC. S LIVINGS IV& SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 80. FT. LANAI 80 60. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16477.6 CU. FT. ZONE 160 MPH MILD (1i REMARK8 AND TYPE FOOTAGE ri MIN. WINDOW 10 5 34/-45 CRITERIA 33/-43 EXTERIOR SWING 18 5 DR, MIN. CRITERIA S.GD. MIN. 41 5 31/-3`3 CRITERIA {- 80-10 O.H.D. 56 5 2S.-/-373 12'xI2' SOFFIT- 1 ' � 0 II Ai � � `!c`�" •; i� >: � BASIC .WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. 6'_(ri m F o'Sx. P .anal I lam, l I(...<_,. , { , . ; 1, i � „ CAT.=II, EXP.=C, MEAN ROOF HT. = it —3 v. FIGt)RE R101„(7) PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. •8 > COMPONENT AND CLADDING PRESSURE Z*NES (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE IR_ISII �p — WC a OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT — — — 3% MANUFACTURER. COWROL DATES OV01/21 ❑ ---- — — — — — --= ---� I BATH#1 v. b36 d) BWyCC. g'-B' CLts Q ® NOTE: SOFFIT INSTALLATION IS TO BE PER --F, =; I C. V. SHWR. PAN MANUFACTURERS SPECIFICATIONS �r PPT;i ' • I n ,W/ ENCL THAT ARE TO BE PROVIDED BY THE r = L---- — �' �� _ �� bz4 siNKl 1R-1sH — 3-s BUILDER WITH PRODUCT APPROVAL 13'-0 2 8 51NK - I rr=n I � I N � --- °� i'I AND NOA SUBMITTALS. �. 1-8 AI B'-8'CLCs L68�CLGYilp�iiii (K� IR-ISHNOD RANG. 6-8 2-4 PAN. OE b36 3-8N O O VN ARG-91 °--y I BEDROOM #4 / z —_— DEN C. a AAIL N = F O 2 -8" Nt 3'-6 3'_4 4'_0 8� .� LUrq FLOOR"PLAN •� �❑ "v +a AI �` SCALE: 1/4' I`-0' NOTE: BBDROOM#3 ID,"� I Q �� R A, -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID 8'-8' CLG �^ 8 I �e I �� I �\ I m DOOR W/ RETURN PLENUM AND IRETU�I AIR GRILLE. MT,�Y—�"--,I � VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. 0 OTHER OPENINGS BETWEEN THE: GARAGE AND RESIDENCE SHALL 3 -8 BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 -8 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT @ LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY _ DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. e ® r ATT G4' REFER TO BUCKING DETAILS FOR BUCKING AND..RO NOTES. II I ACCESS = LAV. I I= B L-----J � -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED B v I U GARAGE AND CONDITIONED SPACED .SHALL HAVE AN INSULATION dl �, > Ili AI 11.4 n BOLLARD -� R VALUE OF R-13. 'n BATH#2 �a I I IAs REQ. �� 81-811 r I I PER BLDG. -CEILING' R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED CODE SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE GARAGE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR V-81 C A ® CLOSEST ALLOWABLE SOFTWARE TOLERANCES. 2'_4 V. w -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. FOB U-VALUE'AND SHCG ARE INFORMATION PROVIDED BY THE W-V CLG MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT BEDROOM#i �3068 W/ SPECIFICATIONS 0 8'-8' GLG ,nl `� ❑I 36'XI2' r in MT. TRANS. Eli f El 5 1/2" 3 5 5 1/2" v I = ro 0 E'RL 8' (2) 3052-SH I (k -- ARCH ® EGf�SS 0 16'-0 11-0101 @ Nk o ° - ------------------ 101-2" 3'-10" 2,_8 6-011 2'-8" 14'-01 4'-4" 21'-4" 39' 8° r. Fy, M-M' mum ly DIII . VARIES z l7 U r.yARCH DTL0 SCALE: I/2 I'-0" I 4" DBL. TOP PLATE M' 0 r �i in I l DAR DETAIL CA SCALE:1/2'=1'-0' Reviewed for Code Compliance Universal Engineering Sciences 194 H WY A1A, SUITE 301 NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591'' www. abd es igngrou p.com AA # 000,322 , ty >a i I`3 I; p u' .tee �a X, M Q..`�vV:u 4'Y�df CREEKSIDE PHASE 2 LOT #10 PROJECT# " 04321.200 OlOR1 RAODEL: I 4EBB "1828-CALI" tJ GARAGE SWING 'RIGHT' I:= s_ 4 .. ,]PAGE: 3 FLOOR PLAN r I� �160 Al Ems.:_ STA M OF FLORIDA � KAR V-Ml MI p rFC- MbEN ,, 1 'k All li`e,0 17,105 4 + PRINT i, DATE: 03/01/21 �a SCALE: 1/4"=V-0" SHEET "1 AI I i i EQUAL v EQUAL TO CONTROL JOIN:, TO CONTROL JO SHINGLE ROOF DECORATIVE FOAM DRAIN TILES (0' RAISED 6 BAND (TYR) 1 15 S -8 BRG. HG U1A1 -011 LIT- 16'X60' FYFON I DECORATIVE SHUTTERS OR 45 EQUIVALENT A FF 4" RAISED TYP. r BAND CTYF.) m'-m" FIN. FLR-J I N T - — OFF RIDGE �NT OFF RIDGE 0'-0" FIN. FL ��i REAR ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH _ 12 IIE �6 — — 48 r TYP. I I r a 0'-m" FIN. FLR;r - - — - — - — - — ---------- N ---- -- - - --- I I - ]RIGHT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH S OFF RIDGE VENT OFF RIDGE VENT 12 lit A 4 S'-8" BRG. HGT.,+, 8'-0' BRCS. HGT. 0 -0' FIN. FLR.r, _ — _ — — — — — — — _ — _ — _ _ — _ — _ — _ — _ — _ — _ _ — _ — — — — — — — — — _ II ❑ 4B <t r TYF. �I �I IL LEFT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH o,5'L5" BRG. HGT- _ 011 -®" FIN. FLR. a' - I 448 `� JAY tI �o0'-0` FIN. FLR. eee I 8" DECO. DTL. A SCALE:1/2 m 1'-0" MODEL 1828-CALI-4EBB AREA OF ATTIC _ 2450 SO, FT. NET FREE VENTILATION AREA REQUIRED - 1/ 300 REQUIRED VENTILATION AREA 2450/300 - 8.17SQFr. 8.17 - 1176SQ. K MIN.;REQUIRED'VENTILATION - ,4x 117& IN UPPER PORTION OF ATTIC - 470.4 SQ-.IN. ( BALANCE TO BE PROVIDED I N SOFFITVENTS) OFF RIDGE VENTILATION AREA 138SQIN. PERV'ENT(netfreearea) TOTAL#OFVENTSREQUIRED _ 3,41 TOTAL#OFVENTSPROVIDED = 4 SOFFITVENTILATION AREA 7 SQ.;IN. PER LINEAR FT (net free area) LINEAR FEETOF SOFFITREQUIRI 67.20 Reviewed for Code Compliance' Universal Engineering Sciences UBDTV._ & LOT: kA CREEKSIDE " PHASE 2 H LOT #10 PROJECT# 04321.200 OIORI iJODEIz 4EBB "1828-CALI" GARAGE SWING: RIGHT . x 7._ PAGE: ,i ELEVATION 160 MPH N 11 �S STATE OF FLORIDA _ a r MAR. 1-201 AR NO, 17305PRINT s 03/01/21 DATE: SCALE: 1/4"=1'-0" I:° SHEET A 2 C )j ELECTRICAL LEGEND li SYM^BOL DEFINITION NOTES 125V OUTLET 20 AMP SrNAi POLE 110V OUTLET Ili OUTLET 1/2of OUTLET WIRED To SWITCH GFI 110V OUTLET s E(iUIPED W/GRMID FAUL INTERRPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER 64 SWITCH 4-WAY OMF. WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT -. .w.. ©vim LED VAPOR _.,...�, PROOF LIGHT `... O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN I CFM PER SQ Fr. I VENT. PAN I CFM PER S61. Fr. VANITY FIXTURE (SPEC'S TBD BY BUILDER) FLUOMS 2-BULB WRAP LIGHTGHT AROUND .�_..J (RECESSED) 4'X2' FLUO ENT 2-131,11-13 WRAP es HT AROUND - - (SURFACE MNTJ i T FLUORESCENT *FLUORESCENT , W—rr�rr� 4' TRACK LIGHT ..{.. PANEL own METER BACK-UP OSD. SMOKE DETECTOR W/4 WALL MOUNTED BATT BACK-UP SD. SMOKE DETECTOIF W/ HARDWIIFE cS'/CO CARBON MONOXIDE SMOKE DETECTOR COMBO HARDWIRE INTER -COMA DASD SHALL BE A DISTANCE OF NOT LESS THEN 4' FRO11 WALL - PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING DISCONNECT SEE A14U ONUNA. THIS SHEET TY TELEVISION JACK CEILING BOX REMIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO !3E SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION .. ru...,. 24' INCANDESCENT .�•Q LIGHT STRIP nnnnnn 36' INCANDESCENT o LIGHT STRIP nnnnnnnn 0 48'INGANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.D. PUSH-BUTTON FOR CHIMES 3' ► U815 PORT • LOCATION OF TV JACKS it PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER F111RE-CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF POOR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMID DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 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 Fib-CR TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). SELECTED ANL7 • ALL LAMPS SHALL BE BY BUILDER 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE !9R F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. Tth EDITION R404.1 t COVERED LANAI CEILI I MTD- LIGHT TO BE I I INSTALLED, PROVIDE \� J-50X FOR I PRE -WIRED I OPT. FAN CLCs FAN \1 o e I DINIG 01 LIVING ROOM �►- _ 6 40 /01 CLG FAN / CA 1 I \\ I I I qp OfF �\ F-SWI CH INS '� -- ._._ L G SINET — I------- — -------- GIFI L _ r — L GFI I W.I.C. \\ e !1 / SINI pW OUTLET �Q __ :KITCH N FOR Dw LAUN., \ RAW-i I i Gr-I / ��. IkLI BDRM.#1 PRE -WIRED / CLG FAN (BATH #1 I I 1 BDRM. 4/ El w \ 70, D WIRE W/ I = 1► I I UTLET FOR 0 RE MICRO I II S/CO�pl Cam' `J ;? 4i i y v PRE -WIRED El El BDRM#3 CLG PAN R Al —'I CLG FAN 1 = = El 0 16 I GARFAOCs 44'AFF. 44'AFF. WH I I DOOR \ °L° II 1 \ F------ BOLLARD U — — — — J PER BLDG i l CODE I II \ p BATH #2 I I IS®O \� WALL MOUNTED LIGHT W/SWITCH iN / \ ATT6pI D. / _ _ CLG. p / KEYLESS OUTLET z METER BI)RM•#2 FOYER FIxtURE IL LOC. 0 IRRIGATION C�•�/ I OUTLET 48' APP. ENTRY GARAGE GFI 0 El PRE -WIRED CLG FAN ( •/ M �� \\`-------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 114' = I'-0' W P Panel MAIN - A PANEL: 8/16 win Crtbreaker VOLTAGE;::120 / 240 V -1 Ph MAIN: 1 bO Amp M.C..13 FEEDER 3 #1 CiaTHWN&1-#6CU(G)in11/2' Q. OR 3-9210ALTHWN&'1;-#6Cu(G)in11/2" C. Wire Pole Bkr Description Watts Circuit Circuit. Watts Description BkT Pole Wire #12 '"1 20 Exterior Receptacle Fl for TUG: 1204. 1 2 Space #12 '2 -.— 20 irrigation Pump 1000 . 3. '4 Space 5 6 53D4 A/C CU:A 35 2 #8 Space.. _._. 7__. _8_.. PANEL - A. PANEL: 42 ort: breakerVOLTAGE: 120 / 240 V -1 Ph MAIN; 150 Amp M.L.O. FEEDERi3 41 CuTHWN&1-#6Cu,(G)in11/2' C. OR'3-#210ALTHWN&'1-#6Cu'(G)in11Q"":C. I I Wire Pule :Bkr De ri tion Watts Circuit Circuit Watts Description Skr Pole Wire: #12 1 20 Small Appliance 1500 t 2 8000'.. Range 50 2 #6 #12 1 20 Microwave / Hood GO 1800 3 4 #12 ',i 20 Small Appliance 1500.. 5:.._.. 6..... 4500' Water Heater _.. 25.._.. 2 #10 #12 "1 20 Refrigerator 1500 7` #12 1 20 Dining Room Lights a d Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Recepta les 1200 11: 12 1500. Dishwasher GFI 20. 1' #12 #14 1 15 Foyer1Hall Bed #2 &1#3/ Bath #2 Lights AFCI 900: 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Liinng Room Lanai Lights AFCI 900. 15 16- #14 #14 1 _ .1 15 15 Kitchen and Pantry Lights & Rcpts AFCI SD & C/O AFCI. 900 17 19 18 1500 Washer GFI 20 20 1 1 #12 #12 900 20: 1000. Garage:Door Opener GFI #12 1 - 20 Laundry / Bed #4I De I p AFCI 1200 21 22 1200 Garage' Li hts and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom'#1 AFCI 15 1 #14 Space -- - Space - 25 26 _ 28 900 Bathroom #1 AFCI 15 1 1 #14 _ #14 27 900 Extenorlights and Recept GFI 15. Space. 29 30- 1000 Irrigation controls only 20 1 #12 -- Space 31 32 Space Spacer.. 33. _ 34 Space Space 35 36 Space Space 37 38 Space #8 '2 35 A/CAHU-1 (Heater 5 KVA at 65010 '5526 39 40 Space - -- 41 42. Space -- Load subject to demand factor calcula ions / line •16000 27600. Load subject to demand factor calculations / line ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC; NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Demand Factor Calculati ns Total load subject to demand factor 43600 First 10000 watts at 100% 10000. Remaining waits at 40% ----- 13440 Total A/C load'.. _ 10829' LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Am s watts 1 240:wlt$) P ( 142.8 - General Lighting & Receptacle Load Total A/C Square Feet q 1828 General Lts & Rec 3 W / Sq. Ft - 5484 Hi -Hats, 1 at OW/LI ht at 100% 65 Total General Lights& Rec (Watts} 554g Ckts# vratts/ckt Total watts General Us A Rec: Panel A al R97 GFA❑ LED LIGHTING LED LIGHTING C DOUBLE LAV. @ SINGLE LAV. BATH 01 BATH 02 PROVIDE 342/0 CU, TNWN + AS CU IN 2' CONDUIT OR 3 94/0 AL, TWWN + 1% CU IN 2' CONDUIT OR 2/0 AL. SCR (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANW 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FSCR TTH PANEL EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCD NOTED OTHERWISE. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT POWER GOIRA TRANSFORMER GRADE PROVIDE 150 AMP, 120,240 VOLT, I PHASE SECONDARY - .ELECTRICAL SERVICE. PROVIDE 3 h COPPER (QJ) IN 1-1/2" CIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 '4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH HE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS —► 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBOR 1TH EDITION (2020). 5/6" DIA X 8 FT LONG COPPER door Code Compliance Universal Engineerin 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-359,1 EI www.abdesigngroup.com AA #: 0003325 t t I i I 1 f� ll r.1 ,:I I r J7I 1 I 4 €1 bl i '��SUBDIV. 8e LOT; �� CREEKSIDE PHASE 2 LOT #10 ,1 PROJECT# 04321.200 010R1 MODEL: 4EBB "1828-CALI"� GARAGE SWING id RIGHT 11 ]PAGE: =1 ELECTRUCAI 4 PLAN 1 i, i `160 MPH EXP. Cam' STAM OF FLORIDA r r, 46j 2021 14CHAEL CJANDERSON ; AR NO 17305 I9RINT 03 01 21 DATE , SCALE: 1 /4"=1' - O' 21EET 1 PLUMBING PLAN scALl=: 1/4 = V-ID' Reviewed for Code Compliance bu Universal Engineering, Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 '- PH: 321.802-3591' www.abdesigngroup.com AA #: 0003325 sy / j IR { V m �61 ti t a i r.� r„ I' � •i LTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 OIORI MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: PLUMBING a PLAN 160 MPH EXP. C STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 " TNT 03/01/21 SCALE: 1/4of =10-0pi SHEET sysaxv. & LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 010R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C DA ET 03/01/21 SCALE: 1/4"=1'-0" SHEET m1 0 HIV A T�C Cl A TL PER FLR. PLAN 1/2' CLG. 1/2' DRYWALL JSS SECURE BT. 2X4 WOOD PLATE TO SLAB NAIL a 32' O.G. STUDS 024' W/ 10d MASONRY O.C. MAX GONG. SLAB 01-01 FIN. PLR NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iro" O.C. OR, NOT LESS THAN 2x�o, WHERE SPACED NOT MORE THAN 241, O_C_ TYP. INT. WALL (NON-BRG. SCALE: 3/4' =1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE F'RE-ENG TRUSS MTL. DRIP EDGE , 2x FASCIA PER m" TYP. ELEVATIONS o.N. VENTED SOFFIT - i 1/2' DRYWALL 3 5/8' OR 5 3/5' — - METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING: UPPER/ LOWER CABINETS AND TUB/SHOWER 25 GA. METAL TO BE INSTALLED IN ALL OTHER WALLS. STUDS TO BE SPACED 16' O.C. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TiLE FINISH WOOD BASEBOARD- 1—STORY TYP. INT. WALL METAL STUDS 1A1 (NON—BRG.) ni / SCALE: I/2"=1'-0' 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PER ELEVAT ION Ah SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 3 5/8" OR 5 3/8, TOP CHANNEL (25 GA.) 1/2" DRYWALL 3 5/5" OR 5 3/81, BOTTOM CHANNEL l25 GA.) SECURED TO CONC FLOOR W/ 3/4' PAF E TO WOOD FLOOR W/ 1/4' WOOD SCREW SH FLOOR BOND BEAM SOLID GROU1 W/ (1)- "5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT DIA. SLEEVE, O NOT CUT EBAR IPE--% DO NOT CUT THE BOND BEAM REBARS 2AIPIPE THROUGH BOND BEAM D1 J SCALE: 3/411=11-0. REFERENCE STRUCTURAL Ix2 P.T_ FURRING STRIPS a 24' O.G. 1/2' TI41CK, 2 COAT PORTLAND 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. a. DIRECTLY TO MASONRY DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR_ 0'-0' FIN. FLR a 4' .14 a 4 .a. a� WIND H W/ W OPENING OB TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT p� SCALE: 3/4'=i'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATEF (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4569 TYPE IV, OR ASTM D 6-151 FIBERGLASS SHINGLES—, WITH UNDERLAYMENT AS PER FBCR 905_I.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL_ DRIP EDGE 2x FASCIA PER ELEVATIONS WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY 0'-0' FIN. FLR 8' CMU —CAULK AND REAL 6A8 LNE �-I ? PVC SLEEVE FOR C" LINE e' cMu IA' chl U- 6D. Hil WOOD DAM A . 2B GAS LINE THRU BLOCK In' THICK, 2 COAT - PORiLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.sTEEL APPROVAL REa VERTICAL TRACK BY MAUF. 9LIPE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL RE0. 3 GARAGE DOOR JAMB D1 SCALE: 11/2"=l'-011 a, Cm SEE STRJCTURAL FOR REINFORCEMENT 2xb P.T. LLD ATTAGI-IED TO FILL CELL AS PER PRODUCT APPROVAL 111l SEAL-ANT4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT SECURE W/ (2) 126 NAILS AS PER FBCR 905.1.1. EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNi. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE 91 "'TAX —PRE-ENG WD. TRUSS Ak 2x FASCIA PER o.N ELEVATIONS PER ELEVATION VENTED SOFFIT ° CONT. 2x RAT RUN SECURED PER - STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER EL EVATION INSULATION VALUES SHEET SNI. SECURE PER -- FASTENER SCHEDULE 5/8' GYPSUM BOARD OR I/2' .' . ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT A$ PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL •' Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' GYP. Ll BD. 8' CMU WOOD BASE '-0' FI N. FLR 4' m. a d a dtl a a. 4 e o.. a.. q.a e a d a a A - WINDOW OPENING �T1TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL SCALE: 3/4' =1' -O' Note: WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as Flashing shall ComPly with AAMA'111, All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant Complying with AAMA 800 or ASTM C920 Class 25 GradeReviewed for code' or greater For proper ,joint expansion and contraction, ASTM l AAMA 512, or otl , Compliance approved standard as appropriate for the type of sealant. Fluid -applied membran ` u"1VeSci Engineering used as flashing in exterior walls shall comply with AAMA -114. The Flashing shall extend to tlill surfs of h _ -x rior wall finfsFL 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n g ro u p. co rn AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 OIOR1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA GyL.f� MAR 0g,71121 MICHAEL C. AIVDERSON AR NO 17305 PRINT DATE• 03 O1 21 SCALE: 1 /4"=1' — 0" SHEET DI TOP: 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X B' 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 W/ 4' MIN. EMBEDMENT "L-SECUR- 2x4 ONE" FLAT TO ELK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED o 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. (U WITHIN 8' OF TOP, (1) WITHIN W OF THE BTM, (3) EVENLY SPACER 0 0 no 0 0 101 IIE NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT p SCALE: tee'-r-o' 1x4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN W OF EACH END 4 18' OZ. MAX SPACING 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTUIFS DETAILS - NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A. YYINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X(P: CIE SECURE TO BLOCK WK2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 8' CMU WITHIN 8' OF EACH END 4 Is' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX DOOR JAMB OR WINDOW SPACING. 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 WINDOW TO BLOCK ±� 1/2" , 2X4: CEC SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 V O.C. MAX SPACING. 2X6: CED SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING- 2X8: CEM SECURE TO BLOCK WIN) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X4: ® 2X4: CM SECURE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .146 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18' O.C. MAX END 4 18' O.G. MAX SPACING. SPACING. 2X(2: ® 2X6: CEM SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS W/(2) 1/4' TAPCONS (MIN - (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 g: CMU WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END d 18' O.G. MAX SPACING. 4 IS' OZ_ MAX SPACING. ❑ I/2' DRYWALL 2X8: ® 1/1' DRYWALL 2X8: CEO 1'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER WK2) 1/4' TAPCONS -1/16' OS-5. X 4' MIN. (MIN. SHANK SIZE .146 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 I/4') MIN. EMBEDMENT I I/4') WITHIN 8' OF EACH END WITHIN be OF EACH END 4 18' O.G. MAX 4 18' O.G. MAX DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/48) DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +115 16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK SEC E T 3/16' TAPGON MIN. 1-1/4' TAPCONS EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN W OF EACH END 8' CMU 4 10' O.G. MAX SPACINGS 2X8: ® ❑ IDRYWALL SECURE TO BLOCK 1'X4' P.T. NAILER W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" WINDOW .TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E TO AT.nrx +a" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 V O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/I6' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 8' GMU WITHIN 8' OF EACH END 4 10' O.G- MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER W/(2A2d WITHIN 8' 4 18' OZ. MAX OF EACH END 4 Co' TO 8' O.C- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F „ �J q i— 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER T/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: CEM SECURE TO BLOCK W/ 1/4' TAPCONS (MINE SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' OZ- MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SPANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING_ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPGON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER 1' P.T. X 4' MIN. �4 DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n WINDOW TO BLOCK +3 3/4" CMU O * DRYWALL .{. ....1. ..... 7IX FURRING RIP 2XIO TO DOOR 8-1/81W FRAMING HOLD FLUSH t0 INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS KKTA 63 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 SUSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 010R1 MODEL: 4EBB "1828-CALI" GARAGE SVPING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 11305 DATE: 03/01/21 SCALE: 1/4"=1'-0" SHEET D 2 eY NOTE: IF ZIP 5HEATHIN(3 SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT — FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH r 9' OG, MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Va' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY 7 i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 92, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 41' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER "I, STUCCO WRAP I SHEATHING OR'1/16' ZIP SHEATHING SYSTEM NNSTALLED PER e TO GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' MIN. N a 6 To e' THROUGH CONTROL MI JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 10) 0.0415' WIRE / 3_ BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN \"M" TYPE CONTROL JOINT OL FOLD Ni + Pr. A OL FOLD RAUARP + PT. A 7. GIYEABE + Pr. 13 3. CREASE + PT. C ® ®FOLD SHINGLE RDCFINGJ DRIP EPEE: OVERLAP 3'. EXTEND 1/2' BELCIU SHEATHING, MECHANICALLY FASTEN 4' OL, MAX 0 OL FOLD INWARD + PT. A 7. CREASE . 115 FOI OL FOLD INWARD + PT. A ]'CREASE + PT. 19 3. CREASE + PT. C 4. FOLD Pr. G OVER Pt. B TILL PT. G TOUCHES BOTTOM FLANGE FLANGE 1L WATER TIGHT SEAL. FOLD, 2Q %a CUT. ill THICK, 3 COAT CEMENT PLASTER (FRAME) IR' 7 COAT CEMENT PLASTER (CNN) WRB LAYER "2, FORIIFIBER BUILDING PAPER(FRAME ONLY) i LAYER 01, STUCCO WRAP (FRAi E ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPi IK'A%OVE 8HINSi (FRAME ONLY) FASCIA WRAP Milli oR CMN Ii WALL FLASHING KICK -OUT FLASHING (SEE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I / II° "IN. LATH 6" MIN PAPER LAP BELOW ONLY / WRB LAYER +2, FORTIRMER NNN,51JILDIN3 PAPER APER LAP SCALE: 1 1/2' = I'-0' ® KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR &OLDER, DO NOT CUT( LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER "I, STUCCO WRAP I I' MIN _ATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHINCx SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS,) PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0ID415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (22T-MM). AS PER ASTM Clii NOTE: i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER v2, FORTIFIBER BUILDING PAPER WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR T/lil ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS 6' MIN. LAP A' LAP + LATH 3" LAP a PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. Os. PEEL 4 STICK 1/16" ZIP 5HEATHING 1MS�tYSNNTUuE��Mg((IINSTgALLLED PER WOOD_ SI pp ?P) IN)i OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) B' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED _z 5"X5" 'L' TYPE CONTINUOUS. GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 N.T.S. FLASHING 4'x4' SELF -ADHERING MEMBRANE - FLASHING (COMPATIBLE IW/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I I' OR LESS PIPE :` := PENETRATION CUT AND OVERLAP ONE SIDE OF-/ SELF -ADHERING MEMBRANE FLASHING STEP *1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHIN(a SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SELF -ADHERING MEMBRANE THING (COMPATIBLE W/ HOUSE MATERIAL) OVER 4'x4' '-ADHERING MEMBRANE THING OVER APPROVED W WRAP. "NO TO EXTEND ONTO PIPE ,., AND OVERLAP ONE SIDE OF STEP *2 FLALSµApHERING MEMBRANE WRB LAYER "1, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 61x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 96' CONT. BEAD OF SEALANT —INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.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. 3� F'l FE FENETRATION DETAIL 0FRW„1) IN i DRAINAGE RLANE (UJR3 LATER #1, STUCCO WRAF) UJR5 LAtrER #2 (FORTIFIPER ——'—.—'—.— BUILDINGs fi A=ER) 1`'IETAL LATH X X X X STUCCO I; a.:...,. a WOOD OR 1/1(0II ZIR WALL SHEATHING SELF—ADHESIVE FLASHING — — — — — — NOTE : 1°0IETAL LAT�4: LATH TO 5E fi=ER SECTION R103.1.1 / A5T1 l C - I54 1-1-'a / 1„C IN. 2.5 LE35. FE R SO- �T-ARD ( UT I L I TNI' OR NOl4-01 INAL LATH DOES NOT t-1EET S1=ECIFICATIONS) Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV ac L.OT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 OIOR1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR p-g 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 03 01 21 DATE: // SCALE: 1/4"=1'-0" 1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD - INSTALL 6' SELF-APHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I BOTTOM, 2. SIDES. 3. TOP -VENT GAP 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, %$' CAULKING a JOINT ALL AROUND PER SECTION R708.7 _E_xte for lathl_naaand_ �flng 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. 6B DRYE STUCCO FINISH 6' 5ELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP E SIDES TENT I WRB LAYER "I, „ STUCCO WRAP rI ..:.. HOODED VENT BUILDING PAPER OVER 'QUICK THICK, 3 COAT CEMENT FLASH' PLASTER — —I METAL LATH WRB LAYER 02, FORTIFIBER PIPE THROUGH / BUILDING PAPER WALL WOOD SHEATHING ' DRYER VENT ( FRAME) 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORT11=15ER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING 5EL1=-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-I03.1.1 / ASTM G-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIEIGATIONS) ELEC. METEF VERIFY LO /Ami=H v Mr—kC }=1 V= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR '"O INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM i .:a>= Ar c-ri ICC" SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHINGS APPROVED HOUSEWRAP BELOW THAT BRANE Box, FACE EDGE ENTERS CUT SUCH NO MEM APPLY TO APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF #1 5T f 1*3 -1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "l, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD 7/8' TEXTURED CONSTRUCTION O�FINISH ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® -1' O.C. MAX s' Crtu Ye' TO 14' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN 4 MASONRY BEFORE APPLYING r, TEXTURED FINISH a MASONRY 78 HORIZONTAL WEEP SCREED ( FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES "I WRB LAYER *1, STUCCO WRAP WRB LAYER *1, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP -- LAYER 02, FORTIF15ER COATING5UILDING PAPER ELASTOMERIG , OVER STUCCC.v. FINISH (SEE TYPICAL WALL ELECTRICAL RECEPTACLE Reviewed for Code Compliance Universal Engineering M Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUIBDiV. & LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 OIORI MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA V MAR g g121 MICHAEL C. ANDEFISON AR NO 17305 PRINT 03 Ol 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET I DRAINAC3E PLANE (UJIR5 LA`r'ER 1*1, STUCCO WRAP) WRB LAYER #2 (F0RTIFI5ER - - - - - - - - SUILDINCz PAPER) METAL L�A'TH x x x x STUGGO °.. °. WOOD OR -1 ZIP UJALL SHEATHING; SELF-ADHESIVE FLASHING - - - - - A-Q�CORNER BEAD -F -1-j , CORNER BEAD (FASTENER 4 SPAGING 's 7" O.G.) 'Wripp! 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (6) BLOCK Reviewed for Code Compliance 91 Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 m ko \ \` vu 15 ce O SX BDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 OIORI MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C r J, r _ r �Affg 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 Ol 21 DATE: / / SCALE: 1/4"=1'-0" SHEET FIEWW" 111 2x6 SUB -BAND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK DRIP EDGE 1/5" TEXTURED FINISH 6 WOOD 1/2" TEXTURED FINISH -s CMU METAL FA I� I� I� I I , 2X6 SUS ! 1 � / 1 � 11 METAL FASCIA 1 O WRAP 4 FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) N\ NOTE: NOTCH FOR 2X& SUB BAND ONLY `\ I � ELEVATION MOWN 1 ° ROOF KICK OUT REMOVED �1 FOR CLARITY \\ROOF DECK (BEYOND) \ DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 'i/S" TEXTURED FINISH WOOD, 1/2" TEXTURED �i FINISH e CMU 2xro SUB -BAND W/111x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 11, OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH JJOOD SHEATHING 7R CMU .URB LAYER 01, STUCCO U)RAP (FRAME ONLY) WRB LAYER 02, FORTIRBER BUILDING PAPER .FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM I5 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m" SCABBED TO TRUSS W/12d NAILS &"-8' O.G. MAX. 2x SUB -BAND W/IY2"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL @0 WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l�Hx4" NOTCH END, WRAPPED IN PEEL & STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y¢" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYRx4" NOTCH Q END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 151 ROOF EDGE OMITTED FOR Reviewed for Code C!-_AR I TY ED Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 01OR1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGIIT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C STATE OF FLORIDA MAR- 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 rimlim i 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA6 4 39 -8 12,_4" 4' T-4, 4, 17'4, v 10, 4 10,_0" FM-12X12 16,_0" T-4" N 40 4' CONC. a 0o I Xi W � SLAB X io N O_ Oa I� L 3 a cn_31/2d LL 1.1 • r— •— — EXTEND II X 18 4-12 SLAB 1 1/2" 1.1 - W ' v ` < O U O a Ln 1 I 1.1 co 0101, TOP OF N I . I SLAB , _ 00I o X C14 M ' C9 I' u- I - aocc IX N u°i I 191_01, 5'-0 , I 1 q` 4" PVC CHASE 1.1 0 �� ,,✓✓ TE-1 4" CONC. I w I SLAB *:5 1/2" e II 4'2, 0,_01, 8, 17,_8 T 5 T-0" SLAB 1.1 d 3,_6„ a —ter ,r` o ioCo • X fV � I. W D_ o �I II I _ 0 1 EXTEND io 1.1 SLAB 1 1/2" 2 ;t I4 CONC.� FM-12X18 ao SLAB a w� cX o u- 3 1/2" I 15 1/2" 3, 5,' 5 1/2" IL I 1.1 L110 —FM_12X18 ---—� 1.1 4FMC-12X118 -- FM-12X18 ------- FMC-12X18 o q I 4 1.1 1.1 10,_2„ 3' 1 2,_8, 161-0.1 2'-8 11 14'-0" 4,_4, 2 V-4" 39'-8„ 0 11 FOUNDATION PLAN SCALE: 1/4" = V-0" ..,. - ..: _-_. _.. ...-....,.. .., ..... .r. .++.;,., .x.. .. .„-x:.-,...^^r--'. . , .r-. .. �.. x�'-re�a'S` �.� : Y.,.v. ? s ."Pw'� -: � i�rw ! �...'A.f _, FaruS"^`.rSr, C:. .."w.,,�- - . .-_ nv ,m a ,: -. ,. :_:... _. .. wx'�.+.m.3 i,,..,� ._.,,.v.. ...,... ,.�. ,�. ,a ...... ,� 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 +-0'-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. 11.13INDICATES #5 BAR, EIINDICATES #6 BAR,OINDICATES #7BAR 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 WITHTMS402/602-16. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, 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 -1 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 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE S IN FOUNDATION, 30" LEG SACH WAY. II CORNER BARS,SAME SIZE BARS QUANTITYTHICKNESS PRMAIDE RK IDT LENGTH CKN BOTTOM REINF. TOP REINF. TOP T.O.F. _ I SHORT LONG TE-1 8" SEE PLAN 1-0" ) #5's (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0"-0" FM-12x18 12" CONTINUOUS 181. (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18' - (2) #5's (+)0"_0" F C-12x18 12" CONTINUOUS 181, (2) #5's VARIES F-24x24 24" 24" 12" (2) s s (-)0"-4" SECURE STRAP TO CONIC, W/ (2)-3/16'X2' TAP —CONS CONC; SLAB A/C SIMPS❑N WB UNIT ROLL STRAP OR EQUAL @ EACH iCORNER OF UNIT SECURE STRAP TO UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE301 INDIAN HARBOUR BEACH, p FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F7 ii�d�YiLo CREEKSIDE PHASE 2 LOT #10 I`r"1Eb0JECT# 04321.200 01OR1 I iCDEL: k 4EBB "1828—CALI" ,leer l', AGE SWING ° n_ Iw RIGHT I PAGE: 1 FOUNDATION PLAN a I ' STATE QF ORIDA G : k, MK,HAr:L-&-A DERSON AR NO 17305 � 01 � 03 21 DATE: % % SCALE: 1/4"=1'-0" I SHEET I S i S Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND oa SPACING REQUIREMENTS � p m W U_ V J Of - Z 8" CMU WALL O I M e • n SEE SLAB SCHEDULE EXT. PORCH SLAB •L 4 CHAMFER (1-STORY) W/ 1/2" ISOLATION6"CHAMFER 2-STORY ( ) i JOINT (WHERE : � �. • � , APPLICABLE) Z ° SEE SCHEDULE FOR WXD, BAR SIZE N AND BAR QUANTITY Z STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND t7 � SPACING REQUIREMENTS tY W m. U W va QIY p ' � 8" CMU WALL TOP OF TC .• - x BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE ` 3/4"=T-0" I 5 BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/CBTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN INGLE -2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE - SECURE FLANGE TO SLAB W1(4) 1/4" X 2 1/4" TAPCONS SCALE: 3/4"=1 VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK10 BTM. PLATE TO BE PT. RE B . PLATE TO PROVIDE DBL. TOP PLAT LA d MASONRY NAIL TAGGERED. IONAL METAL SLAB IN J NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE Qe 00* Z e a SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY r IOR FOUNDATION OD'WALL SCALE:: 3/4"=r-0" (NO LIFT) n 4kO SEE SLAB SCHEDULETOP C EXT. PORCH SLAB4" CHAMFER (1-STORY) W11l2" ISOLATION6'°CHAMFER (2-STORY) JOINT(WHERE SEE SCHEDULE APPLICABLE) R WXD, BAR SIZE D BAR QUANTITY 2 EXTERIOR MONO -FOOTING @ GARAGE A RAGE SCALE: 3/4"=1'-0" i w o a- 0 x < CL J J Q U < 2 m 00 uj W J O M NEW REINF. BAR" SECURED W/2-PART EPDXY, MIN. EMBED 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND ,j Ati PREPARATION OF HOLE. -4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) DDING BAR TO ONOLITHIC FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 30" MIN. EACH WAY L -- MONOLITHIC FOOTING D - P eP P a P. r FM CORNER BARS, SAME SIZE AS LARGER �AR w UW v s l IN FOUNDATION WITH 30" LEG EACH. W = +0'-01, �_ $ ' WAY AT ALL CHANGES IN DIRECTIONS U) � U Y SLAB I ..> PF SO THAT THE STEEL REINF.IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARB SIO s \RA 1RAGE CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHED LE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE TH� LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=1'-0" AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON \— 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 SEE PL S FOR E R ER TO SLAB W/ SPACING. SINGLE BT LATE .PLATE TO BE PT. PROVIDE DBL. OP 1/ "x DGE ANCHOR W/2" PLATE R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN.I@ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w_ x 3" SEE SLAB SCHEDULE Q •4 8" CMU W /` +- 0 0 •' • . ' ' : - - e TOP OF SLAB. SEE SLAB SCHEDULE 'ISOLATED COLUMN PAD `• CENTERED UNDER WALL AND — POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB SEE SCH ULE FOR WXD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- 00TING ANn rni P TOP OF SLAB ° • e n. ro 4 EQ. EQ 3,—SEE SCH ULE FOR WXD; BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=T-0" (Wl UPLIFT) POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP..) •N 2X WALL FRAMING s 1/2" DIA. SIMPSON STB2 BOLTS 5" y�; MINIMUM EMBEDMENT INTO GROUTED CELL 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=l'- CURB FOR MASONRY UNITS SET AT ELEV: U-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT PROVIDE DBL. TOP PLATE SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE Q 0,-0„ DP OF SLAB 4- • , . .:-d a EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY $ INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-D" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering E9 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 pkp� p I I I E' I" p 1 4 r` , i 4 1 , 'XTSWV. de L.OT� PHASE 2 LOT #10 PROJECT# 04321.200/0IORI C ;rODEL.: 4EBB "1828—CALI" _ GARAGE SWING: RIGHT DETAILS 160 MPH EXP. C ` TAIZ HDA MICHAEL C. ANDERSON AR NO 17305 PRINT LW.m 03/01/21 SCAT 1/4"=1'I-0" SHEET SI-IA 0 , fLC v iln 00 0 v 'v fV W r O N Cl) 19 M 0 0 CV V � 19 36„-0, -- 29,-0 , 27'-0 25'_10" 19„-01, 14„_0, 10'-0 3,-of n El (V IS IS 0 3'-6" 2'-4" 101-611 DOWEL PLAN SCALE: 1/4" = 1'-0" 19'-0" a Cl. Cl) 0 v m i" 00 N 2194 H WY A1A, SUM INDIAN HARBOUR BE FLORIDA 32937 PH. 321-802-359 www abdesigngroup. AA#.0003325 „ ° UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 OIORI MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 60 MPH EXP. C r 11 UAW -OF FLORIDA 1J MICF+Aa: C ANDER M AR NO 17305 03/01/21 DATE SCALE: 1/4"=1'-0" NmqPmm Reviewed for Code SHEET Compliance Universal Engineering Sciences ^ bF/may S1. Z_ K O My 4 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I J, VARIES PER ELEV. HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" , 9 EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING a CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" C M U WALL a e d SEE SLAB SCHEDULE r 4" CHAMFER (1-STORY) ° 6" CHAMFER (2-STORY) Z ^ MATCH STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY A +- 0'-0" TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" Zrr LLJ PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" v REINFORCEMENT PER SCHEDULE NG CMU UNIT DIMENSIONS ARE NOMINAL SIZES OMASONRY SYMBOLS 3 SCALE:3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A.IA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT# 04321.200 OIOR1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA i . MAR- 0 g 202 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: / / 03 Ol 21 SCALE: 1/4"-1'-0" SHEET S1. jJ//®®� 2 1 �l FRAMING NOTES' ` 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10AOR 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 REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ 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. A 0 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH /T.O.S TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT LBB1 DESCRIPTION 7(pfscl) SIZE W'xH' REINFORCEMENT STIRRUPS REM RKS BTM. TOP 'MID SIZE SPACING MASONRY 3000 8x8 — (1) #5 — N/A — GR OUT D SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 0 e LIFT BEAM PLAN SCALE 1/4' = V-0" 17-1 Reviewed for Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH,. FLORIDA32937 j PH: 321802-3591 !I www.abdesigngroup.com AA # 0003325 Lf:BDIV. de LOT-. CREEKSIDE PHASE 2 LOT #10 V'OJECT 04321.200/010R1 CDEL: 4EBB "1828—CALI" lJOAnAGE SWING: RIGHT PPALGE: LIFT BEAMIN PLAN AND NOTES a, I^3i 16, 0 MPH �� . :EYE 1 STATE- OF F,L04 GA4 � 1 t' ;e MAR4T2021 9L;HAEL C. MCIERSON 03O121 DATE: / �___� SCALE: 1/4"=V-0" SHEET S 2 1 I 6 #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND � AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOT AT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTELiTHE BOTTOM 0� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED! THE, STEEL /REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / A\� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. Z POS Q� 8x16 DBE. BOND ��F�c BEAM W/ (1) #5 BAR EACH COURSE • G 8x8 BOND BEAM TOP OF K_ • OQ�\a W/ (1) #5 BAR BOND BEAM F F = FILLED W/ GROUT ��TOP Y\0 U = UNFILLED GROUT SOLID FROM 6TOP BEAM TO TOP LI BOND OF C NOMINAL #-0F #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. TYP. B"xgBE -1#5 BOND BEAM -1#5 TYP 8"x16' �p BOND BEAM -1#5 'TOP OF ..'. BOND BEAM COURSE SEE NOTE 5 1 6-1 I T / I nn�BEAM M/OB 8x8 PRE -CAST LINTEL. 1N/O#5BARR( 2)E ��\GIGO �G —�'� P. �F NOMINAL � LENGTH OF BAR =WIDTH OF MASONRY QQ HEIGHT c. # OF #5'S, TOP /*OF OPENING-2" BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX - 1T/1MI0B INDICATESA DOUBLE BOND BEAM #5'S, BOTTOM 8x8 PRE! -CAST CONCRETE AND XFXx - 1T10M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER .: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - 1Tl1M10BINDICATES A DOUBLE BOND BEAM ABOVE UNFILLED _ � — OFOPENING- LINTEL. i. AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE'145 MIN HEAD wlNOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MINI-1/4" EMBEDMENT PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1/2"=V-D" 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK C SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 19' O.C. MAX MIN 1-1/4" EMBEDMENT 2x8(MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT SINGLE #5 CORNER BAR. 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL V/2X4 SOLID BLOCKING 77 SECURE TO SHEATHING W/ MIN 2 12d PER BLK EA. END 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SCALL: J/4"=1'-U' STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR EACH SIDE STEEL REINF. OF 0 LEVATION BOND. BEAM CHA E CHANGEIN ELEVATION OF BOND 'BEAM 7 SCALE: 3/4"= Reviewed is Complian" Universal Engineer. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 DEE= PH: 321-802-3591 www. abd es igngroup.com AA #: 0003325 CREEKSIDE PHASE 2' LOT #10 3 PROJECT# 04321.200 010R1� IODEL: 4EBB 71 59 t* 182E—CALI �'4GARAGE SWING: e RIGHT I IPA, E: DETAILS { 4 _n STATE OF FLORIDA AR NO 17 I del � 01 DATE: 03 21 % % SCALE: 1 /4"=1' — 0" v SHEET S 2 I A . "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 PL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818.OB 16-iTros o-lTro6 1Tro6 lT/06 2-tT/OB TYPE LENGTH 8/$ PLAIN 8/8 SOLID TYPE LENGTH WIT 8/1&1r 8/20-1T sn4-IT sn8-IT 8/32-1T 8/8-16 16-1T11 lT/l B lT/1 B 8-1T/1 B -1T/l B 8/8-2T 8/16 2T 6J20-2T 8/24-2T 8n8-2T 8132 2T 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-0" PRECAST 689 1024 3'-W PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5283 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 -0 4'" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 5325 6079 19s1 6113 7192 6524 7627 8751 1363 Soso 3815 4570 5325 1 6079 4'-0" PRECAST 819 533 I70 2400 3033 3666 4300 4'-0" PRECAST 398 591 4'-W PRECAST _ 1207 2682 3375 4043 4711 5379 1625 5743 7547 6752 W41 7565 1207 2707 3375 4043 4711 5379 5'14" PRECAST 931 t247 1999 2560 3123 3686 4249 5'�" PRECAST 411 411 5'-4" PRECAST 1016 180e 2374 2944 3513 4084 1319 4480 7196 7342 5780 6259 1016 2276 1 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2916 3387 1181 30M 5877 em 0548 5776 929 2080 2593 3107 3620 4133 61-W PRECAST 692 1139 3227 3031 3707 4383 5061 V-6" PRECAST 410 721 6'-W PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T$" PRECAST 570 938 2498 2205 2M 3191 3885 7-6" PRECAST 303 534 T-6' PRECAST 716 900 1181 1462 1743 2025 N8 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2821 7-40 PRECAST 192 384 91-4" PRECAST 454 See 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1 1643 1969 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2103 2028 10'-0" PRECAST 151 301 10'-0' PRECAST -- 366 468 612 766 899 1042 550 1407 t897 2787 3222 3784 504 1180 1472 1783 1 1710 1989 11'An PRECAST 330 544 '1312 1742 2252 2868 3630 111-4" PRECAST 132 417 111-4" PRECAST 30 4 406 530 653 777 872 5" 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 69e 783 1210 1596 2048 2586 3171 ,� 940 1300 1560 1314 1476 13'�" PRECAST 270 1045 1365 1732 2157 2535 13'-4" PRECAST 82 29$ 13'-4" PRECAST 308 303 393 484 575 645 V388 1045 1365 1732 2316 2W5 396 780 1057 1312 1071 1203 14'-0" PRECAST 254978 GG 1272 t8o6 198e 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 tie 360 443 526 eo9 978 1272 15M 19M 2389 378 717 961 1192 975 1133 14'-0" PRESTRESSED N.R. NR NR NR NR NR NR 14'-0" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 6W 626 746 865 458 1079 1429 1824 2277 2712 246 663 960 1237 1474 1715 16 4" PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 618 90s 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 366 451 587 880 300 856 1121 7413 7739 2047 192 506 720 601 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19* 4" PRESTRESSED N.R. 148 lV 4" PRESTRESSED _ 162 266 348 430 513 595 235 738 959 1200 1467 1718 166 429 623 eo3 950 1098 21'�4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 361 454 627 180 598 833 t038 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 137 225 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24,-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 460 654 824 1014 1147 124 319 455 Set 687 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS 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 Reviewed for Code Compliance 93 Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 SVSDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #10 PROJECT* 04321.200 OIOR1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C STATE OF F=ORIDA _ MAR i 0 �021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" SHEET S 2 o 2 A A 1 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 SPECIFICATION$. 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. a 10. PLACE 2x4PT 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. 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 p GIRDER RUSS TRUSSESW/2X4 W/2X6 BCTTOM BOTTOM CHORD CHORD REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN 2X4 SCA 'NAILED TO DIAGONAL THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE TRUSS BOTTOM BRACINGIBOTTOM ACCEPTABLE FOR FIELD CONDITIONS SUCH ASINTERFERENCES WITH TRUSS ENDJACK CHORD ii /MIN (4) tod CHORD BRACING WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND WHEREAPPLICABLE NAILS FC R EACH ACTUAL TRUSS WEBBING CONDITIONS CONFLICT,, THE CONTRACTOR SHALL PLACE CHORD ONN CTION THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. DISSIMILAR BOT ON CHORD BRACING @ END A 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. 'GIRDER/TRUSS BOTTOM CHORD I III : I W12X6 BOTTOM i CHORD DIAGONAL 2X4 SCAB NAILED TO BRACING/BOTTOM TRUSS BOTTOM CHOR CHORD BRACING W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION B DISSIMILAR BOTTOM CHORD BRACING 0 MID RUN a ,.._ _........,..... �F._...�...I....�...f. .._.� _ CON r6uL DATE o2/Z]/zOZO CONNECTOR SCH EDUCE MiTck USP SIMPSDN N-Lek USE SIMPSON DES. JPLIR GRAVR'Y DES UPEIFI . .11I FAMINER IASrENER "A I". IRIS METALS I.. D.)lad %11/2' 1 PLY, IS) LEE 2RLY EMI R)10dx 11/2"1-PLY,(6116d 2 PLY, EMBFD4 (R) TA ]E-]8 2430. (1)META-1612M 112 tla1112 1•PLY, EMBED V" (10) lad x 11/2' I -PLY EMBE04• XTA l6 1870 HETA-16 (10110d%11/2 (0)]Ed2PLY fMHF"A' (9)30d n11/2"1-PLY(8116d 2RLY EMEI HTA20 IBM HETA-20 110)lad x 31I2",(SHAY 2 PLY, EMBFD4" J91]ON x11/2"1- PLY, (8)16a 2-PR,EMRE04" (2)IT. A 2430 121 BETA 20 112) lad X 1112'%1.PLY EMSEss' (10) lad x 1112" ]-PLY, EMBED 6' (10) 16d2PLY, FMBI 112)16tl 2-PLY EMBEDP' LUGT3 LESS LGT-2 '"I"1/4. I. W dIP`Xdd A'dI WOOD I'd)IM (7) 114 21/4"TREN WODD('Mj'Nd LUGT3 33W LGT3SDS15 CONC(4)3/9 AS'MB S IPM[dors WOOD (12)WSOS (12)ADS 1/4'%3'TO GIRDER (PHIS -A5"TRFN HD TO WALL) DHTA-20 PAIR OETAL20 (as) 10tl 11/21 PLY ALTERNATE USE Or III HTA-20 ACCEPTABLE (III lEd 1111, 1 PLY ALTERNATE JSE(11(2) H E A20 ACCf )ABLE MUGT]5♦ 3945 MGi♦ SIR-AT.R. IN H IG H STRENGTH EPDXY(MIN, 12" EMENS,(2211W TOWWD) (1)5/BA.T.R.IN HIGH STRENGTH EPDXY(MIN I2 EMBEDI.1�) ILA I U WOOD HUCT2 ♦. 95]5 HGI-2♦ WOOERS) Bad, MA50NRY(2)3/6 AT.R - 1213/4 A.TR. IN N IGH STRENGTH EPDXY (MIN 2' EMBED), (16µad V MOD HUI PESO HGT3♦ 10690 WO OD IS) lad, MASONRY(2)3/e AT.R (213/4 A T.R. IN HIGH STRENGTH EPDXY MIN F eED 161nd TOWOOD i M )( LPT0. IS OPAIIALLELTOWALL 1470 PERPENDICULARTO WALL LTA) 1210 PARALLf 1210PERPENDICVLARTO WA,y L1O WAV 1011Dtl PIEQ" 1Alad 51-1/2' MUG115 XI1GI 3945 9575 VGT (2)NAT 4940 7185 (115/BATP IN HIGHSTRENGTH EPDXY (MIN, 12 EMBED), (4) lid TOP116)lad FACE/112110d BAl,RO4 TRUSS (215/9"A.TR. IN HIGH STRENGTH EPo%Y(MIN. 12" EMBED), (8) lad RS/9AT.R. IN HIGH STRENGTH EPDXYIMI 1 (2)SIX "A. T. R. IN HIGH STRENGTH .EPDXY (MIN 1 fMBfO)(16)SIX 1/4ST EMEP01, 132)SGS i/4'x3" MEW 12 965 NETS-12 BAR (]411W x11/2"; Ill)Idd p110tl%11/2" MEW 16 1355 HT5-Ifi 1310 (16110d%11/2",(16)IW (16)lad A13/2' HEW 20 1355 PER 20 1310 (24) IRA x 11/2', I20) INS (24)IOtl xl 112' HTw 24 LIPS. HIS SA I310 124): lad x 1]/2',(20)llN (24)10a d11/2' LSTA 12.. 930 LSTA-12 }. 925 (111)lid (10)Los 1STA;IE.F 1235 LrA.10.. 1135 1 (14)IW 114)EAJ MSTA.Dat. 1310 MSTAw18.. 1315 1141.LOB I.)lad META 24w 164E MSTA-24.. LAID I1RI lM (I81 Ild MSTA 3044 2065 MENA i... 2010 IN21101 (22) lad MSTA 36a 20. MSTA 36« 2050 (261 Idd 126pO. XSTI236 PISS MSTI36 3s. (36)ION %1111 (36110d A11/2'" LIN (PAT (45) IBd x13/2' - L1TA6a PIER N6ilAe 1055 T 6 ) 8B x 11112'',(IS) Ed) (R) Ed TO PLAINS, EST Ed TO STRIPS sPr4. e75 SP4 825 (6) lad TO STUDS 16) 10d TOPLATE 16110dxIi/YToin Ds MP34 5251N F1W16p A34 430. (4)8dx11/2"TOBEAM,(410tlx11/2"TOPDST. T418sx11/2'TO3EAM,k418 1/2'TOfPiT T HHCP2 6ED HCP2 SEE 110)10dx11/2" TQTRJSS,(10110tl%r1/T'TOPIATE (12)lad X110 Rn6A Ill Hill,I0a0 910axv/z"TOTINss apaa Rl l/2^t0 urE (IS) 10, X ll/2' MUCr15&PXOeA ells VGT&HDV4 28110tl TOTRUA,(10) ASS WOOD SCRFWSTO POST IWOB-THREADED ROD (16)- SEE 1/4"x3"TO WOOD, (10)-SEE 114.121/ W/THR SO RODR) NUTS/WASHER/211 MUST, 4171 l'GT&HEXER 449409W (2MIIIII TO TRESS, (10) MI WOOD SCREWS TO POST W/5/8"THREADED ROI] (16)-SDS 114"v3"TO WOOD, (3)3/4"STUD BOL SW/YHR DEDR00 (2)NJiS/WASHRP^I2PLY1 PAU. 2535 1713 JABER4K 2:IW ]750 (]) SIR A TR, IN H IGH STRENGTH E POSY, (MIN, T' EMBED) IN COI (is 16d TO WOOD (1)5/8• A: I. R. IN NIGH STRENGTH EPDXY,(MIN EMBED:)I CONC,(12) 16a TOWOCD PAU66 PASS 16005 ABU 662 2150 18205 I1J SIR ATR.N H IGH STRENGTH EPDXY(MIDI: 1 EMBE D) IN CONIC.,(12)1 Ad 10 WOOD (1)'1.. A.T.R. IN H IGH St RENGTH EPDXY, (MIN V DIMBED. INCOW(10)1Ad TOMND LTS19... 12W Ln19... 1310 N)1/4AT.R.IN HIGH STRENGTH EPO%Yk(MIN7 EMBLD)INCONC.'EEiEdTOWwD (1) 3,W AT.R. IN HIGH STRENGTH TRIMI(MIV EMBED.) 4 CONG(NOW TO MOD LT520a.1. 1100 LT7208..r E. (1)3/4"ATR IN NIGH STRENGTH EPONA(MIN .E EMBED) IN CONIC.,(10110d x 1-112 TO WOOD (1) 1/2' A T.R. IN HIGH STRENGTH EPDXY, (MIN. EMBED) 4'CONC (10) IN TO WOOD IT,. 41. HTT4 4455 (115/6 A7R IN HIGH STRENGTH EPDXY(MIN. T EMBED) INCOI 3GAR21/2" (1)5/8AT.R.INNIG111RENGTH EPDXY (MIN I EMBED))(ONC(26116tl%11/1' NET. 50OS HITS S09V (1)5/9AT R IN HIGH STRENGTH FPDXY(MIN1' EMBED) IN LONG,(26) lEd X 2112" IT)5/B A T.R. IN HIGH STRENGTH EPDXY (MIN. EMBfa)I J CONC(26) 166 x 21/2". UPXOIl. 14395 HHDQII INS 25. 11810 "3 W]DREWS (l)I'Al'.R. IN HIGH STRENGTH EPDXY, (.MIN.19' EMBED) IN CONC.,(24)WSDY T (111 ARAN HIGH STRENGTH EPDXY, IMIN 0 EMBED INCONC., (24)505 Ye' x2A WOODSCREWS PHD5A 6525 HDIB 6. (l1j/8" AT IN HIGH STRENGTH EPDXY, (MINI EMBED)INCONC(ITWS3'MODSCREWS (1'/8"A.B.IN XIOH SIIIENGTH EPDXY (MIN EMBED) NCONC (313/45TU030 Li5TOWW0 10Y8 7. (1)%/8"A.B.IN HIGHSTRi NGrX fPO%Y�IMIN.T'E']eRf O1N CONC (3)]/8"STVO BDLi510WOOD NFM35%1211 258E 7130 NBHA 3.56/1125 IRIS 5330 1 /2"'1�BOLTW M INS EMad KNOT LESS THAN 4'iROM fCGE OFCDNCW/3/4"DA"WRAMSET/REDHEAD pYHABOLI SIREVFANCNOROR EO W/MIN 5"F MB FDINSTAVEDINFACE (14)1NAi1015T (1)3/4"A i,R Y�^I HIGH STRENGTH EPDXY(MIN EPO%Y,(MIN.G.75"fMBEDMENT)INC.M.0 FACE, ]sfMaE 10 MFNT)INCM.O iO P, (])3/4 Ai RDI HIGH STRE^IGTX BEAM HUS4121F 3615 PEER (]OOi) 3315 (]25M1 HOSC412 (WORST 3435 26H5100i) 10 1 {16tl TO XEAOf R, (11)11Fd iO WDOD (10) 16d TO HEADER, (3016tl TO WOOD 111. N75'f'v1 MIM]OIF CMV) 1950 3M HUC410 (.a) 10W ARM I18114 3"W535CRE WS, 110)]W iO. I WOAD VSP(2013/1G'•'TA PPE R.,( IB)IM TO WOOD. (1E)1/4x2d/4..TNEN (9 PER 4UNGEI TOCN 110)1W lt}WCOO X D210.21F(CMU. 1950 30RD HIM. (CMU) IM10 45W I]u(1/4 3 W53 XREW5, 10) 1. 10 WWDLSP(20)3/16"'TAPPER.. 110E]Rtl TOWq'A (1a11/4'x2'3/4"TITEV 9PPRFLANGf)TO QA I]040tli WCOO HD210NIF(CMU) 2795 5.11 H"C21D3 (CMp1 1B00 4500 IIRI / 3" WS3SCREW5110)]"ETO WOOD REP (2013116--TAPPEN (10) IRS TDWOCO lE l4x2-3/4"TITER l9 ER IIANGETOCMU ) / ). l0)]Od WOOD LGVM262 2125 ALAN LG UM26-2-5 143D 5595 (4)3/B %4 WGd 11PnH A M1 n, MOD (4) WES.0111111Y (413/8 PAINTER XOANCHORS(2 PER F IANGEITO CMV( 1/4%21/25DSSCRFWSTOWWD TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING O O~ m U - 0 C31, a O ILL N (a J O Z U Z C¢� m O x U g � 00 U 0 o� mo 2 OLL N 3U J Z_ Z O U ¢ 0 m o � O U 0 O U Cf1A ¢ FRAMING PLAN SCALE: 1 /T-0 I co 1 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY ALA, SUITE 301 INDIAN HARBOUR BEACH.. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com A:A#:0003325 10101115111 CREEKSIDE PHASE 2 LOT #10 1='ROJECT# 04321.2001010R1 'MODE;'..: S„ 4EBB "'1828-CALI" ARAGE SWING: RIGHT IFIAGE: m- �' FRAMING PLAN [[{[[{tA 4 STATE OF I-LfORIi A - 1 MICHAEL-C ANDERSON ,AR NO T7305 ® D :DATE:/01/ 21 :DATE: 0S SCAT E• 14))-1)-01f S . EET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP 'ROOF/WALL/FLOOR DRAWINGS FO RE MEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (1) SIMPSON H TA1 (9) 19dx 1 Z" NAILS TO TRUSS- "ROOFNVALUFLOOR TRUSS ANCHOR WI !H NOTE: A PT SYP #2 2" x 4", -(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING 1� 10d x 1 2 N ILS T 6", 8" x 4'-0" MAY BE ADDED (12) 16d x 1 z" NAILS TO TRUSS FASTENER SCHEDULE" GIRDER. PROV GI DE 5' W/ 10d NAILS, 2 ROWS, 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO :-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x4", CONJUNCTION WIT ACCOMMODATE GIRDER (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-D" MAY BE ADDED HEAVY UPLIFT : ' TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C 70 FACILITATE ONE ADDITIONAL PLY MAX. TO A (1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN x2, 2x WOOD FASCIA ACCOMMODATE TRUSS r WITH (4) s" x 5" TITEN HD TO CMU AND (12) SIDS � jANCHOR REQUIREMENTS SEE ARCHITECTURAL ' T"x2.1"TO GIRDER 2x SECURED W/ (3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 3ALV. COMMON NAILS. ENGINEERED WOOD (2) Z-x 5" TITEN HD TO CMU AND (18) SIDS 4' x TRUSSES 24" O/C, 1x2 SECURED W/ 10d s e @ Ix2, 2x WOOD ASC 3" TO GIRDER GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED 1(3) 6d y, 1„ (2) z x 5"TITEN HD TO CMU AND (18) SIDS 4 x 3" AND APPROVAL GALV. COMMO NAILS. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED GALV. COMMO / 10 NAI S BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIND ' C ALLOWABLE UPLIFT= U 2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS) TYPICAL ROOF 1a 1b 1c GIRDER CONNECTORS) SCALE:3/4"=1'-0" 2a 2b c SCALE:3/4'=1-0" GIRDER CONNECTOR(S) p NOTCH DEPTH 1WD O HOLE EDGE>5/8" I HOLE DIAMETER < 215*D SGL. STUD OUTER 113 OF SPAN ONLY 4Iff �-od0n. �HOLE EDGE >518" BTM.- I I �H015*D DBL. PLATE STUD STUD NOTCHING p AND BORING LI�VIITS i i # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POD RED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL i PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) 1x4 DIAGONAL BTM. CHORD BRACING, SEE! PLAN FOR LOCATION o 0 U d MAY NOT BE iv a- F REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES — ;.Zz. 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BRACING INTERSECTION TYP. BTM. CHORD BRACING (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN W/ (3) 12d @ EA. TRUSSES WHERE TRACE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0'-0" TO 30 -0" (1) "X' BRACE 30'-1"TO 60-0 (3) "X" BRACE SECURE 2x PT PLATE (1) "X" BRACE @CENTER \ TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6" 2x WOOD FASCIA, MIN. EMBED. AT 32" OC SEE ARCHITECTURAL / MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER " O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 1U-0" O.C. MAX. SEESCHEDULE FOR — BOND BEAM REQ. BLOCK WALL W/ GABLE END 0 SCALE:3/4"=1'-Or' PRE-ENG'D TRUSS SCALE,3/4 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, F1, AND F2 FORCES ALL AT THE SAME TIME.. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=1'-0" Reviewed for Code Compliance 91 Universal Engmeerine Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abdesigngroup.com AA # 0003325INNOME i �4 ` 4y ' r, i t E i SUBDIV, T: CREEKSIDE PHASE 2 LOT #10 SLATE OF. F4PBIDA r1 ro cMICHAELCC. mbr'A& AR NO 17305 SHEET S3. 1 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-0"O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD — BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX .—,e n CONC.POURED LINTEL COURSE -PRE-ENG'D W OD TRUSS (TYP) 0 24 O.C. MAX OR STRAPPING ERIFY 1 TRUSS PLAN �— CONT. 2x4 SECURED ,W/ (2) 10d's @EACH TRUSS TORE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/4'=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 194 HWY A1A, SUITE 301 INDIAN HARBOUR BmFLORIDA 3293 PH321-802-35 w.abdesigngrouwA #: 000332 :3VSDIV & LOT: CREEKSIDE PHASE 2 LOT #10 r�ST,477r--OF FLORIDA 'ate J. MIC. L C �UVDE AR NO 17305 SHEET s3<I 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 6U-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END STIFFBACKATALL r2x 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. lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD 7 GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:3/4"=r-o" SIDE VIEW VTCR SPACING (1) AT EA PRE-ENGINEER�� VALLEY TRUSS CONNECTION Reviewed for Code: 93 Compliance Universal Engineerin.; Sciences STATE OF FLORIDA W e' a GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO.ASTM C331C33M. MAXIMUM AGGREGATE SIZE S,HALLBE 314". A„ WOOD: GABLE -ENU 'r STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND A R c N I r B cT s ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6h AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING Vv ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN 0 BE CHAMFERED 3/4" ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE T ALL WOOD FOR ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILL FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE S,MIL CONTINUOUS VAPOR BARRIER MEMBRANE UNDER SLABS -ON -GROUND WHERE INDICATED ON.. ELASTICITY = E, rDesign oue... L MEMBERS 2016 ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREE Group... COLD -FORMED STEEL STRUCTURA SHALL BE RATE[ - ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE.TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL !CONCRETE BEAMS, SLABS, COLUMNS, WALLS, CORROBORATE'. REASON SHALL EE April 19, 2021 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BI EDITION,"RECOMMENDEDPRACTICE FOR CONCRETE FORM WORK. CONTAINS MORE Planning & Development Services ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILINC:. Building & Code Regulation Division DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL _ 2300 Virginia Ave. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING; SOUND ISOLATIONFIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS TO DEPENDING PROVIDE SOLID E Fort Pierce, Fl. 34982 OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS,THEY ARE NOT CONSIDERED BE STRUCTURAL. SYP #2 ON THE TYPE OF CONSTRUCTION THESE ITEMS. SOME OR ALL. MAYBE REQUIRED BUTARE BY OTHERS. '. (772)462--2172 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UNTREATEDWOC IS COMPLETE IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND AT BEARING LOG RE: permit # 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 A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE. WOOD D.R. Horton Homes - TEMPORARY BRACING, GUYS OR TIE -DO WNS. ACI TYPICAL DETAILS. MINIMUM SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TODESIGNED Creekside Lot 10 THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. ESS-GRADE L STRE Response Letter REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION. LOADS. ',. SEALED BY A PR( DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: A615 CONNECTOR PLA :_ - For the above listed projects the plans indicate 7/16".roof sheathing on Sheet SNl. thickness and TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM MEETING THE RE( This is an error on the plans. The Correct callout Shall be 19/32" Sheathing GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICA - the Collect reference for Wind pressures is ASCE 7-16 reference. DESIGN LOADS: CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AN ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES.. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFAC' PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS C �a 2E O D V v V C/IL 3 (5PSf TOP PHORDSHINGLES) (0 psf psf w0P CHORD No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING 10 ALL VERTICAL REINFORCING BARS IN CMU ,CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRA' s Q 0 V 0 v 0 TING THE WALL AT THE TOP AND BOTTOM WITH 10 psf BTM CHORD 5 psf BTM CHORD "JL �t DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SH! I n^ I ��e BALCONY! LIVE, LOAD 60 psf WALL.. . TRUSSES/GIRDER HIP ROOF STAIRS'LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LA ROOF WIND DESIGN PRESSURES WIND DEAD LOAD SPEED =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, NET (GROSS) ASCE 7,16 .(ASCE 7-16 (FBC R2020) EXPOSURE C,, RISK CATEGORY II) LAYOUT, SPANS & LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITEDAFFECT THE ZONE 1 = 60.50 PSF (70.!50). ZONE 3 69.50 PSF (79.80) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WI NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS STRUCTURAL ENG TRU ZONE 2e = 69.80 PSF (70.50) ZONE3e = 83.80 PSF (93.80) WITHOUT THE APPROVAL OF THE ENGINEER 20NE 2n = 69.80 PSF,(79;,80) ZONE 3r = 83.80 PSF.(93.80) AND DECKS: 40psf; GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER` PROVIDEfNGINEE . ZONE 2r = 69.80 PSF .(79,80) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: _ PLAN SHOWING C(; - °A'°= 4'-0" END ZONE DISTANCE 40psf.. LICENSED PROFES Should you have any C1UGStiOIIS, please feel free t0 Contact me. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE BASIC WIND SPEED: 160 MRH EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: " "SPECIFICATION MASONRY STRUCTURES (TMS�402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE S' :RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY Sincerely, THE MASONRY STANDARDS JOINT COMMITTEE; CONSTRUCTION APPLICABLE INTERNAL � OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE BY THE - PRESSURE COEFFICIENT: +/- 0.18 _ _ - COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ` THE TRUSS TO STF - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLC7W CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORSMANUFACTURED IN CONFORMANCE WITH ASTM C-90GRADE I'm 20005 TO BOTTOM OF TIE BEAMS BEFORE PRIOR TO SUBMITTAL TO THE ARCHITECT. BLOCK SHALL BE PLACED USING AND CLADDING WII ROOF DIAPFIRAOM ROOF/ WALL/ FLOOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED LAY-UPALL TRUSS TO TRU FOR ASPHALT SHINGLE ROOF. USE MINaW' STRUCTURAL OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS.. GROUT USED TO FILL MASONRY CELLS'. SHALL COMPLY WITH - SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 ,-. �'+ WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS, UNLESS _ 32/16 FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" SHEATHING SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8', ( ), 'DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND FASTENER SCHEDULE: WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION Michael C. Anderson EDGE SPACING) SEE DETAIL. To CONSOLIDATE GROUT. Florida Architect 4AR17305 ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN FOUNDATION/ SITE PREPARATION' NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY VELY ON THIS PROJECT. MORTAR SHALL BE @ FOOTINGS WERE DESIGNED FOR AN SOIL BEARING PRESSURE OF. Q,000 psf, FOOTING .PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK JASTM 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.E . REMOVMORTAR PROTRUSIONS THAT EXTEND INTO - Sd RING SHANK, 2 3/8' 0.113 RING F1667 MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557.TREAT ALL CELLS TO BE FILLED. 170,000 (16-20. RINGS RSRS-Ot SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT ALL CELLS TO RECEIVE EXPANSION A2194 Hwy AIA, Suite 3011ndw Harbour Beach, FL 32937 •Phone: (321) 802-3591 SCREW SHANK PER INC ) www.abdesigngroup.com ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING: O 8d RING SHANK; SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEETTHE \ 83 F1667 PNEUMATIC 2 3/8" 0.113 RSRS-01 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. \ SCREW -NAILS CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE EXTERIOR SHEATHING - MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: USE 1/2" CDX OR 7/16" O.S,B. PLY WITH 8d RING SHANK GUN NAILS AT BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, `�' T.THT9; T" BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.G. AT ROOF SHEATHING CONCRETE: 9TH.EDITION, BY THE AMERICAN INSTITUTE OF'.!STEEL CONSTRUCTION, STRUCTURAL. STEEL SHALL BE ASTM C D EEKS T'D ,T1, CONCRETE SHALL ACHIEVE. MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M F = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM li 1V LI1rJ 1,1/ 1� SYSTEM Y G SYS _ INTERMEDIATE SUP PORTS OR 7/ 16 ZIP SHEATHING _ (INSTALLED PER MANUF. SPECS.) SEE DETAIL ¢' A500/A500M, GRADEB, 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. PHASE 2 ,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 LOT # 1® z CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT BOLTS ROOF SHEATHINGATTACHEMENTSPACING o 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 ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ❑ gg y�ZAAt]JQEC (T� j D g S 4 O.C. ON EDGE AND 4" O.C. IN FIELD CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/094M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 0J 4321. 2OO O1 OR1 ZONE 2e, 2n, 2r. 8d NAIL @ m', ZONE 3,3e, 3r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ETC . CONCRETE TICKETS SHALL BIL ITTIME-STAMPED WHEN FINCRETE IS BATCHED . THE EXCEEDMAXIMUMTIME MIN ALLOWED FROM WHEN WATER ISADDED TO THE MIX UNTIL iT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON t�EI'• BUILDING LENGTH U - 'I. THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES,. THE CONCRETE SHALL NOT BE PLACED. IT SHALL 4 E B B BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE "1828- CALI" AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS GARAGE SWMGG: NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): T] /'� rj� B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER' RI H 1 Ed RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES „ , N J Z Z Y Lu Q LL = Z to U z 0 (O TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-11T FOR #5 AND SMALLER 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2" FOR #6 AND LARGER PAGE. BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C FOR CONCRETE NOT EXPOSED TO WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE j 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS v 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING 'P. EXT. SHEATHING ATTACHMEN I I. -UK S I HUU I UKAL KUUI- 1 �- #8 2' DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MQX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING YP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I Ic ) FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING f' REMARKS P 1x2 PT FURRING TO CASE HARDENED (TOIL GARAGE DOOR BUCK . TAPCO14 MASONRY 6' O7C 1 112" EMBED., 4" END DIST. MASONRY / CONC. NAIL 11@" LONG 8 O/C TO MASONRY/CONC. ER EE318"DIA FASTENER 1 1/2" EDGE DIST. SGD AL EXT. DOORS CASE HARDENED COIL 9" OIC WINDOWlDOOR! FASTENED GARAGE DOOR BUCK OR EXPANSION BOLT 16"O/C (3/6- DIA) 4"EMBED.. 4" END DISTIx PT SEE NOTE 6 NAIL 1 1/2 LONG STAGGERED INTO MASONRYICONC. TO MASONRYICONC 24" O/C (if2"DIA) 3" EDGE DIST ER �I p /+ p �w CONTACT TrIIJ EN VINEER.FOR JPAI�INV WINDOW BUCK CASE HARDENED COR 9"a/c WINDOW/DOOR/FASTENED METAL STRAP TO 1x PT, SEE NOTE NAIL 11/2"LONG STAGGERED INTO MASONRY/CONC. MASONRY/CONC REQUIREMENTS EXT SWING DOOR (2) 3/16 DIA ('TAPCON" 1 112" EMBED, 8" END. NON -BEARING WOOD 12"" EXPANSION 24" OIC 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER '� � �FASTNER 8"OTC DIST., 1 1/2" EDGE DIST WALL TO CONC SLAB W/ WASHER BOLT DIST, 3" EDGE DIST fi 2x. PT WINDOW BUCK p,138"PAF x2 tlg 9"OX; 4"END. DIST., 112" PT i0 STEEL COL., SEE WI WASHER STAGGERED EDGE DIST NOTES 1. STAPLES SHALL NOT BE USED FORIANY STRUCTURAL APPLICATIONS I. 2. FASTENING OF GARAGE DOORS. WINUOWS,AND EXTERIOR SWING DOORS 10 FRAMING BUCKS SHALL BEAS 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 BACKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DbOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. i Flulm Reviewed for Code Compliance Universal Engineering Sciences llE1'A1LJ 8'r OF FLORIDA l � / IC HAEL C. ANDERSON AR NO 17305 am BEN lP"11 03 O1 21 SATE: / / SCALE: 1/4"=11-0" Q y0y _ .S N 1 lr. TYP. EXT. SHEATHING +w S Y �e 0 Buhl irti; & Reguflf SI-D vi#loft' - Prcldutt RevieiWAtfidavEt FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment' Building Design Product Design - , APPROVAL REVISION DATE - - Pressure Pressuwe. Fora nchoring through frame into wood framing or 2x buck use #10 wood screws with: sufficient Pength to achive a 1 114" mini mum embed. Into substrate. Locate anchors as FL17499.2 R8 10/O8/2023 SH Window 185 5H MI Window and Non Impact shown in elevations and installation details, For anchoring through frame into masonry {+38 / (r48 ) ) +50 `/' -50 ) . ( ) Doors' / concrete use 3/16 tapcons withsufficrent length to achive a 1 1/4" minimum ,, ( embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use 1/4" MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ FL15353.2 RS 12/31/2024 Vertical Mullion 5764 Doors Non Impact 1' min. edge distance. Locate anchors as shown in installation details. (+38) / (48) (+48.1/ (-48:1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW Doors Non Impact embed. Into substrate w/ min 2 112" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) ` installation details. For anchoring through frame into wood framing or 2x buck use#10 wood screws with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry FL15332.2 R6 12 ' / 31 024 Sliding g Glass s Door Series 420 Aluminum SGD MI Window and Non Impact / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum (+33) / (-41) (+48.Z) / (48.2) Doors embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side Opaque single of transom centerline to bucking. Fastener spacing @ 15" 0/c n @ head and jamb. FL20461.17 R6 12/31/2021 door with transom Smooth Star Thermo-Tru NA / Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (47) FL16107.3 R13 (R14) 12/31/2038, Double Garage 16.2x7 73 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22"`0/C - {+29) / (35} (+36 42 ' ) / ( ) PENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with 1`1/8" OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min, end distance of 4". FL824811 R20 12/31/2023 Double Garage 8024 Wayne Dalton N/A Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1"'OD washers with a Door (ALT) j 19/32" thread penetration irf° seasoned dry wood supporting structure. +29 ( ) / (-35) (+34.4) J (38.3) 12/31/2023, Garage Series 170-175, 177, 180 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (R15) ( PENDING APPROVAL ) "Double Door ALT 185,187 Overhead N/A / I and bracket location. 2 3/4" min edge distance. g (+29) / (-35) (+34.4) / (-38.3) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, a Pp h and 2 1 approx. 1" and 13" from each end " FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A I - fL5259.1 Rsz 12 23 2023P / / Underlayment (Alternate) 1 alystitk IRx e Polyglass USA N/A Self adhesive - FL17322.1 R7 12/31/2024 Underlayment (Alternate) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive - FL34546.1 R1 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive " (Alternate) FL27076.16 R1 3/28/20213 Underlayment Weather Armor SB 1 APOC N/A Self adhesive (Alternate) , FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. ALTERNATE N/A N/A FL33919.1 R1 12/31/2024 Soffit Variform Soffits PlyGem N/A Install per manufacturers recommended requirements. (+31.6 ) / (-38.8 ) (+157 ) / (-46.1) 12/31/2023, Install per manufacturers recommended requirements. FL15272.1 R4 (RS) (APPROVAL PENDING) Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) / (-75) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 Re, 12 31 2021 / Hurricane Panels 24 GAGE Hurricane Storm N A � concrete / masonry, 2 1/ 2" min. ed e distance 12' o/c max. spacing. Can be headed g `� Less than 6' span panel MFG. screw or all thread but with wing nuts. N/A (+47) / (-53) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed 6' span or more panel MFG.N/A screw or all thread but with wing nuts. N/A (+45) / (-50) FL17147.1 R5 -6/27/2021 Zip System Wall Sheathing Huber N/A Install per manufacturers recommended requirements. Sheathing N/A- N/A James Hardie Install per manufacturers recommended requirements. for Code eviewed ed for FL13192.2 R6 12/31/2023 Lap Siding Cemplahk Building Products, N/A Co e iversal Engineering Inc Sciences F1_1392.1 R7 1/1/2055 I Joists (2 Story BCI ESR-1336 N/A Install per manufacturers recommended requirements. Only) CONTROL DATE 330Z 2194. HWY AIA, SUITE 301 INDIAN HARBCiUh BEACH, FLOR IDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W W y 0 W Q Q 2 o � O � z 0 w q U hry r .l a i OTRT:93DIV. ap LOT: ST LUCIE COUNTY MASTER PA x-,aoxr.CT# EXPRESS SHINGLE P� kAGE SWING: i §� 9 t l s t l 1<<. Pt EXP. C STATE OF FLOF11DA MAR 3 0 2021 l? HAEL C. ANDERSON A13 NO V305 �7 B 03.30.21 DATE: SCALE: 1/4"=V-0" SHEET P Al a