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HomeMy WebLinkAboutBuilding PlansA n u r. 3 Z, Iz I x Yh Y W � Y� t' t _ _ m_ s._rt. (�1 - -_ AlR mow` Revl wed tor' Cade 14�3 ® V L.V.".— _ a � V A M V AY r Gg Ompl ance ...�.> a_,;. _„ . �._ ,,:,�.� ,: Universal Engineering. Saences ' � d(321) 733-7092 Fax: (321) 733-7972 A"sIE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS HTIFIED BUILDING CONTRACTOR:-FLORIDA BUILDING CODE, R=ENTIAi,, ABf INDEX OF DRAWINGS i DATE SCRIPTION V ABOVE LAV LAVATORY A/C AIR CONDITIONING LUM LUMINOUS ' - rrx EDITION (aozo) 01/26/IB CDS1SSUED - ARCHITECTURAL SHEET # DESCRIPTION ADJ. ADJUSTABLE M.C. - MEDICINE CABINET 'ALL LOCAL AND STATE CODES ALT ALTERNATE MFR MANUFACTURER 01/15/18 20I1 FBC UPDATE -N AMP AMPERAGE MIN. MINIMUM -- --- -_--. _. PG Cl-COVER SHEET ?_R HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 BD BOARD M.T.METAL THRESHOLD 014648 CD'SRE-ISSUED CONSTRUCTION TYPE VB CL', CENTERLINE MTD. MOUNTED -_---_-____ _ _.. - PG GN- GENERAL NOTES t430 CULVER DRIVE NE -MIN. INTERIOR FINISH - CLASS B CAB CABINET N33 METAL 02/z1n8 SIDING ELEVATIONS ADDED - PG Ai -FLOOR 'PLAN cUR CELL N.T.s ONCENTNOT TO R 03@6A8 CD'S RE -ISSUED PG A2D—ELEVATION "D° � :-BALM BAY FL 32907 -BASIC WIND SPEED - Vult=160 MPH CUR. CLEAR P.C.ON CENTER ----- -- PG El -ELECTRICAL PLAN �'I I VaSd=124 MPH CPT. CONCRETE P.B.PROPERTY ON 04/19/l8 FOOTING REVISION PERM. BOUfMS PG P1-PLUMBING PLAN �r.I' L (321) 733.-7092 - CPT. CARPET P.PUSHBUTTON � � � EXPOSURE - C .. C.T. CERAMIC TILE PH. PHONE Oi7/21/1S CD'S W_IS$UED -1-STORY RESIDENCE - D. DRYER PUT. PLATE _ PG MI -MECHANICAL PLAN AX: (321) 733-7972 .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DBL. DOUBLE PLYWD. PLYWOOD 0211BAS ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) PG DI -DETAILS D.G.DUAL GLAZED PR. PAIR PG D2-DETAILS AND STATE CODES DIA DIAMETER P.T.-PRESSL RE TREATED 02/22AS PLAN MAINTENANCE DIM DIMENSION R. RISER PG WAl'-WALL ASSEMBLY DETAILS DISP DISPOSAL RAD. RADIUS 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR PG WA2—WALL ASSEMBLY DETAILS DP DEEP R.A.G. RETURNAIR RATOR GRILL DR DOOR REF REFRIGERATOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GPE ARAGE R WILL BATSON (MELB.) PG WA3-WALL ASSEMBLY DETAILS - � °'.'ATE OF FLORIDA SQ.IT. CALCA D.S.DOWNSPOUT RM. ROOM 04/14/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MEL5.) PCB WA4—NOT USED 7� DTL.. DETAIL R.O. ROUGH OPENING PG WA5-NOT USED r OFESSIOlVAL ARCHITECT: D W DISHWASHER S C SOLID CORE EXTDR 06/11/19 ADDED 'EXTERIOR MONO DEEP F'OOTER' DETAIL.12/SI.1A (M) PG WA6-WALL ASSEMBLY DETAILS EA EACH S.D. SMOKE DETECTOR LIVING 1828 SQ. FT. ELEV ELEVATION S.H. SINGLE HUNG 06/21/19 ADDED LED LIGHTS + KITCHEN E BATH PER MAW, BOWER `' IC HAEL C. ANDE RS ON CsARAGE 4s0 sQ. FT. EQ.EQUAL SHT. SHEET EXH EXHAUST SHTHG. SHEATHING 01/1'34S -ADDED STONE OPTION ELEVATION C t D (TAMPA) l­R NO. 17305 ENTRY 16 50. FT. EXT. EXTERIOR SHWR. SHOWER 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER 6 GABLE ROOF LANAI 88 SQ. FT. FG/FX FIXED GLASS SIM. SIMILAR F G � : FUEL GAS SL. SLIDING 10/25/1ci ADDED OPT. 8'-0' CEILING HEIGHTS TOTAL 236E SQ. FT. FIN FINISH SL. GL SLIDING GLASS A. DESIGN GROUP, LLC A/C VO FLIP' FLOOR STD. STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLUORESCENT SWS SHEAR WALL LUME 15120.E CU. FT. FR bR. FRENCH DOOR SECTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS I1 ��IAN HARBOUR BEACH, FL 32937 1 FTCi; FOOTING TEMP. TEMPERED GLASS r .) GA. GAUGE '�'HK. THICK 04/09/20 OPT. V-0' CLG. HGT. ADDED LED LIGHT IN FOYER T'321) 802-3591 04/09/20 OPT. 8 0 CLG. HGT. ELEVATION G REVISED HEIGHT OF ARCHWAY y GAR. DISP GARBAGE DISPOSAL T.O.C. TOP CURB i , , i G.F. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE GL INTERRUPTER T.O.S. . TOPIC SLAB 05/06120 ADDED ELEVATIONS 'L' 'M'' (oR1) STRUCTURAL SHEET # . DESCRIPTION ' GLASS TYP. TYPICAL �_ I GYP BD GYPSUM BOARD U.N.O. UNLESS NOTED 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) xC.1 HOSE BIB OTHERWISE -- PG S1-FOUNDATION PLAN H C, HOLLOW CORE V.P. - VAPOR PROOF 0I/0I/2I 2020 FBGUPDATE SAWING / CONTRACT DOCUMENT HDR. HEADER W. WASHER PG S1.lA-DETAILS HGTi OR HT HEIGHT W/ WITH REVIEW BY BUILDER PG S1.2-DOWEL. PLAN ,i - rNSUL INSULATION WD. WOOD.. - — I INT. INTERIOR WOW.. WINDOW _- 1i.-_- _._ PG S1.2A-DETAILS THE iI�ER ASSUMES ALL LIABILITY FOR " W/H WATER HEATER PG S2-LIFT BEAM PLAN AND NOTES INTEI 'RETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON {--- _-- PG S2.1A—DETAILS - -- -_ -SAFE LOAD TABLES 2 .' PIG S2.2A IF ' ASPECT OF THE CONSTRUCTION (A5 41. PIG S3—FRAMING PLAN DESC "BED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3.1A-DETAILS PG S3 1B-DETAILS IN N. IED OFFURTHER DETAILING OR EXPLANATION IN ----- _— ORDI TO BUILD THIS PROJECT BASED ON THIS DRAT: 7G SET, THE CORRECT PROCEDURE IS FOR THE BUIL _ ER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLAR'FICATION. AB I '.�31C;N GROUP WILL RESPOND TO ALL WRITTEN RFI's 114 WRITTEN/DRAWN FORMS IN A TIMELY MANE" OR. AB DESIGN GROUP TAKES NO RESP )NSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEF GENERATED FOR UNCLEAR ASPECTS OF THE PG S3.1C-DETAILS PG SNI-DETAILS 2194 H WY A1A. SUITE 30!_ INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 vww.abdesigngroup.com AA #: 0003325 STJIE DI`f. 87 I.,OT: CREEKSIDE �n I PHASE 2 LOT #123 PROJECT# 04321.201'123R1 MODEL, 41011313 "1828— CALI" GARAGE s WIN LEFT PAGE: COVER SHEET e; e G� 1��a� MPHEX—P. ARCHRECT: 1 S. 1 ATE OF FLORIDA , I C. ANDERSON ." R NO 1 305 DATE: 02/19/21 SCALE:1/4"=1'-O" SHEET .� J -x� q } p, Y t ilkf 31, Iz -IWEkAL NOTES WE WORK TIMBER ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL FBCR 1 REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 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: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL - I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH,FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA- THE ENGINEERED WOOD ASSOCIATION PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL I, ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONT - {IRENT S TO THE ATTEPITtON . , R WITH THE WORK' OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING OCE W 5, I ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL PLACE IN 8 LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE DOCUMENTS, OF WHICH THE CONTRACTOR' FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR CONTRACT DOCU o AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 2012`E1. THE 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. FABRICATION OF THE WORK, 4. NOTCHING OR CUTTING 0,C FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES: 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBSdG 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. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH'/i' AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 10 CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALLHAVE A FLOW CONTROL DEVICE TO GIVE A FLOW MAXIMUM F U 0 0 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 9. DETAILED, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC: UNLESS SPECIFICALLYD COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES WAGES MD CARPORTS 7. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005 2. 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. 1. GARAGE DOOR DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 10 DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALLF FOLLOW PROVISIONS OF FBCR SECTION P2603,2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER _ 12 � TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES; INCLUDING SOIL APPLIED PESTICIDES; C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION F THE LABELED FOR US S 0 0 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL. BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH F THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED THE APPLICATION 0 SSU 0 THE WALL FOR n S 0 COMPONENT, AND CLADDING LAD IN A G LOADS ACCORDANCE WITH FBCR TABLE C R301.2(2) AS MODIFIED BY FBCR SO LID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, :SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN. BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: c TABLE R301.2(,,), MANUFACTURED SOFFITS SHALL BE TESTED AT 1,5TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTEFIRE-RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS 1N ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT; PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK OVER FRAMED WALLS a DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO. 26GAGE (0.48 MM) SHEET STEEL V MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS; 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b; ASTM-C1063-19a & ASTM-C1787. 4. AS PER SECTION R302.6 & TABLE.R302.6. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH & ACCESORIES S TM• -1 PER A C 063 19a & R703 7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. "L" FLASHING -- -- HORIZONTAL LATH AND PAPER DETAILS SUPPORTING THE SEPARATION SHALL ALSO BE WHERE THE SEPARATION IS A FLOOR CEILING ASSEMBLY, THE STRUCTURE0 PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. Reviewed for Code WEEP SCREED DETAILS Compliant€ CONDUIT PENETRATION DETAILS CASING BEAD DETAILS Universal Enginqerm9 DRIP EDGE DETAILS ID i Sciences CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703,7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILING 1 EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CDNSTRUCTRfM OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THEBUILDER'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, CONTROL DATE: 12/10/20 (RM) SUBDYV. 8e LOT:' CREEKSIDE PHASE 2 LOT #123 PROJECT, 04321.201 123R1 MODEL: 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHfTECT- STATE OF FLORIDA FEB 2 zut1 PAICHAEL C. ANDERSON AR NO 17305 rrcaS4 a DATE: 02 19 21 I SCALE: 1/4"=1'-W'� 1 SHEET �T ��II JL � GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORY' SUBJECT TO DAMAGE FROM WINTER 'DESIGN TEMP' ICE BARRIERI UNDERTLAYMENT REQUIRED' FLOOD HAZARDS ® AIR FREEING Z INDEX' MEAN ANUAL TEMP SPEED (MPH) TOPOGRAPHIC EFFECTS" WEATHERIW FROST LINE DEPTH TERMITE NA ISO C NA INEGLIGAOILE I NA I VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9,4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROI FBC R302.105 I v -4 ❑C2EGRESSH 5❑ (2) 3052-8H ---- --- --- o o ROOMs LANAI II O'l 101-011 a, I ® 606s Sa_m. BEDROOM M L - _ 61-V GJx — — — — DINING 2X8 ROOM B 6,_6, ' 4' 8' _I0"I o All 6 _611 ry _ 0 41_41[ 7'-5" CV r J . WG. IR-1SH ! ,� —� ----1 C'--- ry n I ----------- v. - N s W CCLC WIC I b36 B'-V CLG. 17 m SHWR. PAN �� V. C. I m i i bPT W/ ENCL N J o , 1 i� _ ' -SH IR-15H SINK b24 .9 2'-8" ii R----1. : y���'q�IeyTb36 A I u--- -J xllZ,0 iR-1SH -- i 0 LjLs UMRY S1Ji4\ V_V CLG I A p 6'-Oil 2'-4 `+_ _- 6'-8" 33 b36 RANGE c=i) PAN. ry'� I ii ii ~ � c, AI 0— <r — — — - I 8'-8" CLG BOM EDROAA I 1I u- ARCH 0 3-SH EXTERIOR MASONRY WALL BRIG. HEIGHTS BRG. BRCS. SQ.FT. CAM'S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15'120.9 CU. FT. COIPONQ9 AND CLpDDI'IG WAD LOADS BW WM EIPOS M FOR 3 WCOW C, M WEM AND TYPE $M ARE FaOTA ZONE 1601PH WIND NO R9YIARCB MIN. WINDOW 10 5 :�4/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 8010 O.H.D. 56 5 29.1/-31.3 SOFFIT N/A 5 31b/-388 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2,1 TO MEET TESTEDALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMROL DATS OVOV21 09 Reviewed for Code �— Compliance Universal Engineering DBL. Sciences TOP. PLATE P3 DEN LL--- C. FLOOR PLAIN NN 8-8 CLG u > V.I IG `� I SCALE: 114' = 1'-0' 1 a I I d3 I r 8 u> NOTE: `'� -8° I 8 4 - 3'-4"� 3'-6" <t 2 -8' m" , cp MW ,,,111 ro -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID 0 I I LU 0 DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. MLU '° - VERIFY CONDENSER PAD LOCATION WITH SITE: PLAN. ❑I AlIi ❑3 -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL _ QI I BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 Ip rR A/�� I I ,� '� BEDROOM#3 — MM) IN THICKNESS, SOLID OR HONEYCOMB -CURE STEEL DOORS NOT // I �\ i \� I I ry `^ 8'-$� LESS THAN 1 3/8' (35 MM) THICK OR 2r0-MINUTE FIB -RATED DOORS. I` — — — 'tip 'L� MT. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY 3'-13 6'-8" 3'-4' DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. IUEI, 0 1 >S-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED I 2TTC ry�� GARAGE AND CONDITIONED SPACED SHALL. HAVE AN INSULATION AGC_ J R VALUE OF R-13. OND I I ® WC. a -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED . II SPACE. I I B LAV. 0, -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE BOLLARD l;l AI ul> PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR q AS REQ. ep I I I ry' BATH#2 Q! CLOSEST ALLOWABLE SOFTWARE TOLERANCES. PER BLDG. I I 8'-8' CW = ry GODS `9 -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U U-VAL E AND SHCG Ar-I INFORMATION PROVIDED BY THE GARAGE �. MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT B'8 CLCx _ — b' SPECIFICATIONS V 2 4 FOR OPENING OVERHANG SEPARATION u-VALUE BHGG 8'-13' CLG 3068 W g� BEDROOM #Z I W-10' I'-0' 0i-4' 32 25 I ® 8, -8, CLG - 0 2 3'-2' .35 29 36'X12' �� QQ I� 3 I -0. 0'-9' 35 29 TRANS. T. "� n 4 9'-0' . 1'-4' .63 32 35 29- 5 1/21 3' S, 5 1/2" b I'-®' 0'-9' 35 29 ENTRY 1 1'-0' 0.-9' �.35 29 l `� � I •� W-V G.G. — " (EGRESS �I 2 jIwill I I IWI — — — — — — — — IN IN N N 2 _8 - 6'-01, 2'-8" 3'-10" 10'-2° 21'-411 4'-4" 14'-011 _7F 1 BAR DETAILA SGALE:In'=I'-0' ,:ARCH DTL. °rGA E: 1/2 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 s www.abdesigtigroup.com AA #: 0003325 1 ` Ink �� 1T,.. \ \C Z \� w Inn SvsarV. ° CREEKSIDE PHASE 2 LOT #123 PROJECT* 04321.201 123R1 MODEL: IM 4EBB "1828- CALI" GARAGE SWINGE: LIFT PAGE: FLOOR P LAN 160 MPH EXP. C ARCHITECT; STATE OF FLORIDA FEB 2 2 2021 MICKAE ' NIRIEK ,�I ul MUM PRIG 1' DATE 02 19 21 SCALE: 1 /4"=1' — O" SHEET l EQUAL TO CONTROL JOINT 5LDG. HGT. (TYP.) EQ EQ EQUAL TO CONTROL JOINT ' CTYPJ c0 N FYPON LV12X24 OR EQUIVALENT A 12 � 2p 6t7�;; -8" BRG. HCsT OPT. COACH LIGHT SHINGLE ROOF 12 pu��� OR il � EauivAi s o ,M DECORATivE EQUIVALENTSHUTTERS OR RAISED 171R. A I 8'-8" CRCs. HCzT. 1'-O" 4Es tt I I 7YP. —_ --_gym'-m" FIN. FLR. YE 12 11-41 A ®1 N T ELM ATI®l r REAR EJII...d � � Y L1TI®1 �l SCALE: I/4 1'-0' TEXTURED FINISI-1 SCALE: 1/4 = 1'-¢I' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FESCR 103 OFF RIDGE VENT OFF RIDGE VENT 6 - ----- - - - - — - - — - — - — - — - --------- --- --- 8 -8" CRCs. HCsT. DECO. DTL. 1'-m' O'-®" ='N. FLR.------------------------- N----------------------- ®'-P�" F'N. FLR. ®Reviewed for Cotle rs maUnivePhn'ceennLEFTELEV1TI®N Scencesg .SCALE: I/4 I'-0' TEXTURED FINISH OFF RIDGE 1/ENT OFF RIDGE VENT 12 MIN. RE-7 QUIRED VENTILATION (net free MODEL 1828-CALI.4E66 AREA OF ATTIC' = 2450 Sq. FT: NET FREE VENTILATION AREA REQUIRED - 1[ 3D0 REQUIRED VENTILATION AREA. - 2450/3D[?NIC $.17 SQ. FT: 8-8" BRCx. HCsT.J,. ------ — - — - — - --'—"--�----------- S"-8" E3RCs: HCsT. 8.17 1176 SQ. IN. - - I'-m" I'-m" IN UPPER:PC7RTION' OF ATTIC - 4704 54. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) b OFF RIQGEVENTILATIONAREA . _ 138 SQ. IN. PER VENT (net free area) � TOTAL#pIFVENTS REt2UIRED - 3,41 " r- r TflTAL#DIFVENTS PROVIDED _ A Il SOFFIT VENT] LATIONAREA 7" SQ. IN. PER LINEAR FT . (d'-(d" FIN. FLR.r, m'-(D" FIN. FLR. -q - - -- — - — - — - - — - — - — - - — - area) LINEAR FEET DFSOFFIT REQUIRa 67.20- SVBDIV. 8e LOT: CREFKSIDE' PHASE 2 LOT #123 PROJECT 04321.20I 123R1 MoaEz:. 4EBB "1828- CALI" GARAGE STING: LEFT PAGE: ELEVA`PION "D" 160 MPH E' r'' s, ARCHRECT: STATE OF FLORIDA FE$2 �2iili MICHAEL C. AN®F=rryN 'i AR NO 1730 DATE: ' 02/19/21 scAL.E: 1f4"=1'-0" SHEET A p 1 x ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - {--t 125V OUTLET 20 AMP SINGLE POLE _ IIVV OUTLET 'N 110V OUTLET 1/2 OF OUTLET WILD _ TO SWITCH GFI IIOV OUTLET AULI ETERUP W/ (TAMRNID ER INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION W�' EXT. WATERPROOF GROUND FAULT esrl OUTLET INTERRUPTER r-. SWITCH SWITCH 3-WAY OPER 4 SWITCH 4-WAY 011 °'. r_r�t WALL MOUNTED > r-0 LIGHT CEILING LIGHT © LED CLG LIGHT OLED VP VAPOR PROOF LIGHT S T @ VP VAPOR PROOF C LIGHT ORECESSED CAN I VENT. FAN I a" PER SQ. FT. h VENT. FAN WAIGHT I CFM PER SQ. FT. - VANITY LIGHT FIXTURE (OPEC's TRIP BY BUILDER) — -.. FLUORESCENT WRAP LIGHT ARdUNCENT AROUND (RECESSED) �® FLUORESCENT 2-5ULB WRAP AROUND (SURFACE MINT.) T FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT - PANEL w T 3 METER BAIT. BACK-UP OSMOKE S.D. DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE SATT. BACK-UP W/ °.)/CO CARBON MONOXIDE a'M� DETECTOR INTRDWI O�NNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL - PENDANT LIGHT I> NATURAL GAS OUTLET TELEPHONE JACK WHDISCONNECT HEATER IGNITION SOURCE TO BE ELEVATED EWATER AIR CONDITIONING To �HU DISCONNECT �UN.O. SEE THIS SI-EET TELEVISION JACK ' CEILING BOX REQUIRE TO BE SUPPORTED IN ACCORDANCE W/ BOX J_BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FAWLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT nnCIO LIGHT STRIP nno 36' INCANDESCENT II- LIGHT STRIP ��nnnnnn 48' INCANDESCENT LIGHTTSTRIP FLOOD LIGHT OFT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CLIMES Ill Use PORT a' LOCATION OF TV JACKS t PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ' ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT 6 RCITECTED PER ELECTRICAL PROVISIONS OF PRIOR 'iTH EDITION (2020) t NEC 21012 2011 EDITION. 20 AMP DEDICATED LAUNDRY CIRCUIT. a GFI 9 181-AND (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 M15013 FBCR 1TH EDITION (2020) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS +WIRING& METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS i e7F THE PBCR 1TH ED (2020). LAMPS SHALL BE SELECTED BY BUILDER AND �7 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER IrENERGY C NOERVATION (RESIDENTIAL ENERGY ICIENCY) 2020. 1th EDITION R404.1 BDRM.#1 p PRE -WIRED \\ - CLG FAN \ LANAI LIVING ROOM:`. I CEILING MTD. LIGHT PRE -WIRED` I TO BE @= CLG FAN �.. :. I INSTALLED, FIRE -WIRED C.' / `J I PROVIDE CLG FAN WP I J-I30X FOR GFI I OPT. FAN / -- 2. t n DINING ROOM 5'-6' S.D. � I 1 �' — ❑ — — 51G0 ■ ""51�11TCH IN ------� --- CABINET ------------ � J)) I BATH #1I El GFI L / W.I. C. I --J I — — — — — OUTLET 1 OW SINiG / LAU* FOR OW KITCHEN--- II Obi PAN. J I RANGE / I I•I / GFI O GFI I 9�1 BDRM. #4/ DEN == F / W HOOD WIRE W/ ®®� I I'. I U OUTLET FOR L J I S/CO\ I I I i FUTURE MICRO PRE -WIRED CLG FAN I I 0 r �,F I I BDRM.#3 I I GFI CLG FAN \ GF; I I WH 44'AFF, 44'AFF. P,g, FOR F — — — — — - I / GARAGE IEl DOOR I BOLLARD L — — — — 1 I OND AS REQ. / 1 I I L ° PER BLDG. WALL MOUNTED CODE LIGHT W/SWITCH IN. ATTIC1711 BAD M % // 1\ S/Col GFI / \ CLG. METER 114 Z OUTLET KEYLESS \ FFIIEELLDY FIXTURE \ BDRM•#2 LOG. IRRIGATION FOYER 0 OUTLET a p GFI ENTRY - / GARAGE - PRE -WIRED CLG FAN M \ FOR 1 CHIMES El OPT. _---------- '// COACH LIGHT ELECTRICAL PLAN SCALE. 1/4" = 1'-0' WP Panel MAIN - A PANEL: 8/16 vvp crt breaker VOLTAGE: 120 / 240 V 1 Ph MAIN: 150 Amp M.C.B FEEDER '3-#1 CuTHWN &,1-#6Cu(G)in11/2'C. OR 3 #210ALTHWN&1-#6Cu(G)in11/2• C. Wire Pole. Bkr. Description Wafts I Circuit I' Circuit I Watts Description Bkr Pole Wire #12 1 20 lExtenor Receptacle GFI for TUG 1200 1 2 Space #12 2. 20. Irrigation Pump 1000 3 4 Space 5 6 5304. A/C C.U.-t 35 2 #8. Space 7 8 PANEL -A PANEL: 42 cit. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN': 150 Amp M.L.O. FEEDER 3- 91 CuTHWN & 1-#6 Cu (G) in 1 1/2' C OR 3 #2/0 AL THWN & 1 #6 Cu (G) in 1/2' C. Wire Pole Bkr Description Waits Circuit' 1 Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance_ 1500 1 2 4 8000 Range 50 2 #6 #12 1 20 Microwave t Hood GFI ._ 1800 3 #12 1 20 __ _ Small Appliance 1500 5 6 4500 'Water Hester 25 2 #10' #12 1 20 20 Refrigerator -- -- Dining Room Lights end Receptacles AFCI _ 1500 7 8 #1.2 1 1_500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bah #2 GFI Receptacles- 1200 11 12 1500 Dishwasher Orl 20 1 #12 #14 1 15 Foyer /Hall Bed #2 & #3/ Bath #2 Lights AFGI 900 13 14 16- 5000 Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFGI 900 15 #14 1 15 _ Kitchen and Pantry Lights & Rcpts: AFCI —900 17 18 1600 Washer GFI. ' 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den.AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12- Space --_-_ 23 24' 900 Bedroom #1 AFCI' 15 I 414 Space -- _ 25 26 900 Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Exten2rLlghts and Rece t GFI 15 1 #14 Space __ 29 30 1000 Imgation controls only 20 1 #12 Space --- 31 32V27600 Space Space _ 33 34Space Space. -_ — 35 36,Space ... Space - A/CAHU-1 (Heater 5 KVA at 65% 37 38 Space #8 2'.. 35 - 5.525 3Q 40Space 43 42Space Load subject to demand factor calculations ! line 16000 Load subject to demand factor calculations ! line Demand Factor Calculations ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER. _ Total load subject to demand factor 4$600 First 10000 watts at 100% Remaining watts at 40% 10000 134440 Total A/C load 10929 LOAD CALCULATION IS BASED ON /VC NON -COINCIDENT LOAD Total: Connected Load Watts Total Amps (watts / 240 wits), _2,4269 142.E General Lighting & Receptacle Load Total A/C Square. Feet 1828 General Lts & Rec 3 WlSq. Ft 5434 Hi -Hats 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts). 5549. _1 Ckts# watts/ckt Total watts General Lts & Rec Panel A 1 9 6171 5549 Reviewed for Code Compliance Universal Engineenng Sciences. i LED LIGHTING LED LIGHTING SINGLE LAV. @ DOUBLE LAV. BATH 02 BATH •1 PROVIDE 3#2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG] 150 AMP ELECTRICAL RISER NOT TO SCALE. - COMBINATION SERVICE 150 AMP lJ\^�- \/' DISCONNECT SWITCH AND 120/240 VOL EM GRAL NOTES= �' ELECTRIC METER IN 1 MPHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS Or THE MM TTH PANEL EDITION (2020J. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCIS NOTED OTHERWISE. POWER COMPANY TRANBFOR'lER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 01/0 ALUMINUM fAL) IN 2" DIA SCHEDULE 80 PVC CONDUIT. UNLESS SERVICE IB PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5/6" DIA X e Fr LONG COPPER CLAD GROUND ROD 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 \�\ Ve�� in 4 a \\ p e lma a IU �\ RI x a SUBDIV. & LOT: CREEKSIDE _. PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: '� 1 St{ ELECTRICAL r PLAN 160 MPH EXP.JC HITECT: STATE OF FLORIDA FEB 2 2 Zuzl 3 MICHAEL C. ANP EH;0+Ivd ;I AR NO 170`05 PRINT 2119 DATE: 02 / / SCALE: 1/4"-1'-'10" SHEET �1 } d PLUMBING PLAN SCALE: I/4 = 1'-0. KITGH;=N SINK Ul/ AUTO VENT 1-1/2, VTR I I I PLIUMBING R Reviewed for Code Univer art En �ce Sciences Engineering (ALTERNATE LEFT) ISER DIAGRAM 0 .IN HT) 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSII PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL: 41;13B "1828- CALI" GARAGE SWINGE: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHffECT� STATE OF FLORIDA TEO 2 2 LUEf WCHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 19 21 SCALE: 1/4"=1'-0" SHEET P 1 I ml MECHANICAL PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMIJ - INT INSUL FRAMED WD - ADJACENT FRAMED WD - EXTERIOR R-4.1 R-13 R-13 CEILING: UNDER ATTIC R-30 Reviewed for Code "rnUnive sa 609neenng ender SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #123 PROJECT* 04321.201 123R1 MODEL: 4EI3B "1828- CALI" GARAGE S WING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C DATE 02/19/21 SCALE: 1 /4"=1' — 0" SHEET I 5� �1 y 4j k' t s FAB TRUSS /nVK v Wo I/2' DRYWALL CORNER BEAD PRE METAL STUDS 24' O.G. ' I/t' TNIG(, 7 COAT 1/2' CLG. BOARD 0 GA METAL TO BE 3 518� OR PORTLAND CEMENT PLASTER APPLIED a' CMU SEE STRUCTURAL FOR xINStALLED IN WALLS DlRecrLY To REINFORCEMENT GEiVING UPPER/ 3/8, " MASONRY P.T.i v =1Ai�ID v NOTE: STUDS IN LOWER CABINETS TUB/SHOWER 25 ,. B CHANNEL =r �a lA. SLEEVE, ,� .: An To FILL CELL AS PER ' PRODucT PARTITIONS SUPPORTING GUT APPROVAL Rya 1r1' DRYwaLL WALL HUNG PLUMBING .GA. METAL To BE INSTALLED IN ALL SECURED _ --.CAULK AND HEAL SEALANT FIXTURES AND WALL �OTAER;WALLS. STUDS TO CONK ;.. IBAcicaRROD WEATHER STRIP I3 GA INETS SHALL BE NOT i TO BE SPACED 16' �11 FLOOR W/ 3/4" PAF 4' x :: �jO�y `.; � ,k �"" ,_ , . DO "NOT EUT -'--rsr�6 LME �' MOl1LDING ALL AROUND CRY LESS TI-44N 2x4, WHERE P.C.t 2ND. FLOOR ®. _ ,;, �::.. ,,,. e,: � *'*. `�..: I F'YM1: SLEEVE ;�RcyA6 LIPS DOOR M.4NllFJ SPACED NOT MORE 1~ .,4, ALLS ADJACENT TO ,, . `; P OD- ��`` W/ " :.... s>Ti-kE BONlJ„ e las'rsrw.uL.eo. GALV.SEEL FABTTENEDR BRACKETS SEGUiRE Bt. AT T 2X4 WOOD STUDS e24' THAN 16�...O.G. OR. NOT .,.,..,. an . tAIR WELLS AND ,,�.*� dFTHROOM-.WALLS W/ _, ,.21R - ,, ., �� �.:�©D +, — -- ��":: _ " .` . ,,. r BEAM ., : .,,.tr;'`: -WPM MAN WOOD JAMB PER. PLATE O SLAB O.C. THAN 2x6,; WHERE-9, a _ FINISH :ace`• '� '^ * W'+, i.: ,..:. ,,•� BARS, PRODUCT GALV.6EEL TRACK OVERHEAD DOOR W/ IOd MASONRYLESS 5 2 ,,... APPROVAL REQ VERTICAL I' MRL BY OTHER$ NAIL_ 32' O.C. SPACED NOT MORE WDOD BASEBOARD; s F`' $ n e FA8 ENED SLIDE t� r +�rx TO MAX THAN 24" O.G. ` TRACK Ere leoah GONG. SLAB .. ,.. - " , ... , ":. n ` .,m. h+. an w a 4 APPROVAL REQ. .., T s. I iROP FLOOR M 1-STO n .✓s. itu, r. Y.. FIN. FIR TYR IN' * R'° at;°; PIPE THR017 t' OND BEAM 2g GAS LINE TxRu �Locx 3 GARAGE DOOR JAMBS METAL _-- q ,'rSCALE- 3/4"=1'-P'° D1 eeALe:m'.r�' D1 SCALE: 11/2"=1'-01 1 TYP. INT. WALL (NON —BRIG.) 1A NON— „€ m as ° Y SCALE: 3/4'=1'-0' D1 sGAL , D1 r a v., Rr. :.. U �F.Try 4q 1 2M 77, w� FIBERGLASS SHINGLES q .....� �' FIi3EiaCsLASS'SWINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAY TENT SECURE W/ (2) 12d NAILS AS PER FBCR S05.1.1. WITH UNDERLAYMENT ®EA. END 15ERSLASS SHINGLES , AS PER FBCR S05.1.1. ROOF SHEATHING ` �1t4-4 UNDERLAYMEM1IF ROOF SHEATHING THICKNESS A5 PER2x BLOCKING BETWEEN TRUSSES _ THICKNESS" AS PER FIBERGLASS SHINGLES `' SHEET SNI. W mfl : Yr:PER FBCR 905.1r"' PER STRUCTURAL DETAILS. WITH UNDERLAYMENT „ ..' SHEET SNI. SECURED PER — SECURED PER a s /ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE AS PER FBCR 905.1E ,.,,, A§ : • IGKNESS AS PER, > ROOF SHEATHING e,. ;.,° w. ' ° '"=, S EEt 'SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED PER STRUCTURAL DETAILS 5/8 GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE PER FASTENER SCHEDULE R PRE-ENG WD. TRUSS A S2x FASCIA PER STRENGTH CLG. 2x FASCIA PER HIGH 9 MAx - qX_ BOARD REFERENCE ELEVATIONS o. ELEVATIONS vATION STRUCTURAL PER ELEVATION VENTED SOFFIT 117 VENTED SOFFIT --- 17 SEE ENERCsY CODE FOIR'1S FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS PRE-ENG TRUSS INSULATION R-VA UES STRUCTURAL DETAILS L THICKNESS AS PER WALL SHEATHING ' SEE ENERtsY GODS FORMS FOR THICKNESS AS PER REFE'�ENGE STRUCTURAL SHEET SNi. SECURE PER ` MTL. DRIP EDGE MTL. DRiP EDGE INSULATION R-VALUES PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER _m 2x FASCIA PER ON SHEET SNI ___—_ PER ELEVATION FASTENER SCHEDULE -- , ON SHEET SNI. TYP. ELEVATIONS 5/8 GYPSUM BOARD OR 1/2 ELEVATIONS O.I,I. PRE-ENG. GABLE TRUSS HIGH STRENGTH GLG. BG�ARD ' " VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT WEEP SLED AS PER MANUFACTURES Zx P.T. SECURED PER 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS • \ --- R-4.1 INSULATION _ STRUCTURAL DETAILS REFERENCE s STRUCTURAL ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 GOAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED +i"" 1/2' GYP. WL. BD. ; DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR�4 0'-0' FIN. FILM ♦ 4a. a ♦ n W/ WINDOW <OPENING n TYP. WALL SECTION " NO OPENING NOTE: PER SECTION FBCR c305.1.1 - FOR 4 1—STORY HIP BLOCK WALL ROOF (2 OPAEYER UNDERLAYME D� SCALE: 3/4'=1'-m' SYSTEM is REQUIRED. FOR ROOF 1SLOPI=S OF 4:12 OR GREATER, (1) SLAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM 0226 TYPE i I, ASTM D 486S TYPE ;IV, OR ASTM D 6-15-1 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FE�NGE .� STRUCTURAL ` —14 P.T. FURRING - Reviewed for Code STRIPS ®,24' O.C. Compliance 1/2' THICK 2 COAT Universal Engineenng 1/2' GYP. WL. BD.- sciences PORTLAND CEMENT 8' GMU PLASTER APPLIED - WOOD BASE DIRECTLY TO MASONRY 0 -0 FIN. FLR.JI, _ 0'-0' FIN. FLR 4 (A W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING 5 1— STORY GABLE BLOCK WALL IQDVII SCALE: Note: WALL FENE87RATION FLASHING PER FBCR 103.4 - Approvegl `corrosion-resrstaKL 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'11LtAll exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM Cg20 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall f1'nish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802 3591 www.abdesigiigroup.com L AA #: 0003325 X Zs .a. \� ' SLJBDIV. 8a LOT CREEKSIDE PHASE 2 LOT #123 PROJECT* 04321.201 123R1 MODEL: 4EBB "1828 CALI" GARAGE SVfM >t•: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHrrECT.. STATE OF FLORIDA 20'tl MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 19 21 , SCALE: 1/4"=1' - O" SHEET C ', p 4 d r X TOP: 2X6 P.T. ■ CENTER OF DOOR HEADER SECURED W/ (I) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT n `SECURE 2x4 ONJ R FLAT TO ELK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED R W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 0 0 0 0 [NI I°f NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT SGAI Ix4 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. £MEEDMkT1T 1-1/4' WITHIN W OF EACH END 4 18' O.C. MAX SPACING 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" H 1VINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH £ND 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 18' O.G. MAX SPACING. L_N1 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" � INDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' T.APCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.C. MAX Si 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. `v TOP: 2X6 P.T. ■ CENTER OF DOOR HEADER SECURED W/ (I) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT n `SECURE 2x4 ONJ R FLAT TO ELK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED R W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 0 0 0 0 [NI I°f NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT SGAI Ix4 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. £MEEDMkT1T 1-1/4' WITHIN W OF EACH END 4 18' O.C. MAX SPACING 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" H 1VINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH £ND 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 18' O.G. MAX SPACING. L_N1 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" � INDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' T.APCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.C. MAX Si 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. `v 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER -1/16' Oh.5. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/161° 2X4: CEO SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE:STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" L WINDOW TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/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. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' D.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. e' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" iimrK ° 2X4: IZI 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 18' O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN: HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL ❑ f'X P.T.T. NAILER DOOR CASING 's qD 2X SECURE TO STRUCTURAL M£MEER W/(2n2d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX POOR JAMB OR WINDOW ATTACH TO 2X PER MANIIFAGTl1f21=A M;=TAII A NU It: SHIM AC NttDtD I U F'LIJMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" F AT.nrrr +s" 2X4: IZI SECURE TO BLOCK W/ I/4' TAPCON6 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' Or. MAX SPACING. 2X6: 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. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. -- 8" CMU 1/2, DRYWALL I'X4' / P.T, NAILER �— 1/I6' O.S.B. X 4' MIN. DOOR CASING f�- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3_ 7 f.6" _ 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X(P: ME SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING- 2X8: CM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN, 1-1/4' EMBEDMENT INTO BLOCK owlimP�3fvi;l• la'DRYWALL r- 1'X4' P.T. NAILER nI' P.T. X 4' MIN. Y�- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUME MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO ,BLOCK fq 44" Reviewed for Code Universal sal Engineering Sciences 0 s • y _ ¢' DRYWALL W s 1U i " IX FURRING 1U RIP 2XI0 TO DOOR FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK DREQUIRE:MENTS INU 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigtigroup.com AA #: 0003325 SU13DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL: 4EBB %828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA FEB 2 2 2U21 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 02 19 21 SCALE: 1 /4"— V — 0" 4T, i �i -k' v� fflf t s NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a S. O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED a -I' OO. MAX VERTICALLY a' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED aT' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR T/l6' ZIP SHEATHING SYSTEM NNSTALLED PER e' TO LATH SHALL NOT SAP MIN. BE CONTINUOUS MIN. MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTMI C1063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN NOTE:\ CONTROL JOINT FALLS ON STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.04-15' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REWIRED PER PLAN QU O"M" TYPE CONTROL JOINT OI. FOLD INMRP a PT. A OI. FOLD INWARD a PT. A 2. CREASE a PT. B 3. CREASE a PT. C ® ®FOLD all - SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2' EELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX. OI. FOLD INWARD a PT. A a. CREASE • PT. B L ® I. FOLD INWARD a PT. A 2. CREASE a Pi. 3. CREASE a PT. C 4. FOLD FT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE FLANGE L WATER TIGHT BEAL FOLD, 22 hi4I CUT. i' T441M 3 COAT CEMENT PLASTER (FRAME), IR' 2 COAT CEMENT PLASTER (CM) WRB LAYER 02, FORTIFIBER BUILDING PAPER(FRAME ONLY) WRB LAYER al, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDINS WRAP OVER NAILING FLA%4E, STOP UM 8"PRQ24 I )V ABOVE SHINGLES (PRAMIM ONLY) FRY1E OR CMU EXTERIOR crrs,nul ar REM 5x5 WALL FLASHING r m fi KICK -OUT FLABHRJG (SEE DETAIL) ¢ASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF b' a VERTICAL LAPS (ROLL ENDS) 4 W a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / IMIN. LAP - META'_ LATH - LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP 6" MIN PAPER_LAP BELOW ONLY / WRB LAYER a2, FORTIFIBER BUILDING PAPER I'MIN LT A, 4^ OVER ALLAP 2 APER LAP SCALE: 1 1/2' a I'-0' ® KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURER5 INSTALLATION PROCEDURES WOOD STUD: NOTE: SHEATHING SIDE LAPS OF METAL OR IAA ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SP£GSJ BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0O4-15-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. NOTE: 1' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR V16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANUF. SPECS.) 6' MIN. LAP LAP - LATH LAP -PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER OR CMU -WRB LAYER 111, STUCCO WRAP (FRAME ONLY) 8' 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 511X5" "L" TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT Ln WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 "L" FLASHING N.T-S- 4'x4' SELF-ADHERINGa MEMBRANE FLASHING (COMPATIBLE W/ HOUSE \� WRAP MATERIAL) OVER ll APPROVED HOUSE WRAP. BASHING TO EXTEN�> ONTO PIPE 1' OR LESS PIPE - IlIl PENETRATION CUT AND OVERLAP ONE SIDE OF-----/ SELF -ADHERING MEMBRANE'' FLASHING i 9 h-�.'2 t INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING CT ION NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURV-.RS INSTALLATION PROCEDURES Wxb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF .r77EP "2 SEALFF-- D ERING MEMBRANE FLING WRB LAYER NI, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH b'Xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE W 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, -. f FENE.TfRATION DETAIL (FRX-I ) EgReviewed for Code Compliance Universal Engineering Sciences DRAINAGE FLANS (U RE3 LAY . 1*1/ STUCCO U RAP) UAR LA�rEIR *2 CFOfRTIF-15EIR—.—.—.— — — 5UILDINC� I=AFER) 1„IETAL LAT1-I X X X X STUCCO °..1f4.:.:.' a, . WOOD OR -i/froII ZI1= UJ74LL SHEATHING 5ELF-AD�4ESIVE FLA5HINGz — — — — — — NOT twI i AL LATE: LAT�4 TO 3E FE-1R SECTION 1�_101.3.11 / AST-" I C-847-14a, MIN. 2.5 LDS. fi E SCE. `rARD (UT I L I Tyr OfR NOMINAL LA'"' 4 FOES NOT 1„IEET SPECIFICATIONS) 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigtigroup.com AA #: 0003325 [3P UBDIV. ec LOT: CREEKSIDE PHASE 2 LOT #123 ROJECT* 4321.201 123R1 ODEL: 4FI3B "1828- CALI" GARAGE SWING: LII,FT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2119 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET 'g f ,M x NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD —1 WRB LAYER "I, STUCCO WRAP YER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&Y4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Extedor lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER e2, FORTIRBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 011, STUCCO WRAP) WRB LATER *2 (FORT11=15ER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO ' WOOD OR 1/16" ZIP WALL 5HEATHING 5ELP-ADHE5IVE (LASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / AST)" 1 G-84-1-14a, i`1IN. 2.5 LSS. PER SQ. WARD (UTILITY Ol;;P, NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METED VERIFY LO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL l\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' — — — 7 F_-1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A. VENT PENETRATION USCALE: N.T.S. HKtA I CJ 1'K>=LA=I V>= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "A-r r-t">=>=" '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING: IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING: APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS '1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING + WRB LAYER el, STUCCO WRAP WRB LAYER e2, FORTIF15ER BUILDING PAPER METAL LATH WOOD CONSTRUCTION -1/8' TEXTURED _FINISH • WOOD FASTEN TO WOOD STRUCTURAL F MEMBER a -I' O.C. MAX V CMU Ye' TOV MID -WALL WEEP SCREED �Q 6WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING "x TEXTURED FINISH s MASONRY :HORIZONTAL WEEP SCREED tB) (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 0 WRB LAYER 01, STUCCO WRAP STvi1 '*1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING: OVER APROVED HOUSEWRAP _ T F #=3 bmReviewed for Code COMnce Universa, En Engineering Sciences WRB LAYER 01, STUCCO WRAP SELF -ADHERING: MEMBRANE FLASHING: PAPERIBUILDING • •. • • VER STUCCO/ C.V. FINISH (SEE TYPICAL LUALL ELECTRICAL RECEPTACLE 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321 8f )2-3591 wvvw. abd e, igtigroup.com AA #: 0003325 AR ;mod i` a \\\.py �o SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL: 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO V305 PRINT 02 19 21 DATE: / / SCALE: 1/4"=1'-0" DRAINAGE PLANE (WR5 LAYER #1, STUCCO WRAP) WRB LAYER 1*2 (FORTIFIBER—.......- 5UILDINCz PAPER) METAL LATH x x x x 5TUGGO 1000D OR —1/16" ZIP WALL 5HEATHING SELF—ADHE61VE FLASHING — — — — — 2 1/2' 14B)CORNER BEAD CORNER BEAD (FASTENER 8 SPACING a I" O.C.) Ci" IU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED D IREC,%'r TO MASONR r C BLOCK Reviewed for Code 93 Compliance Universal Engineering Sciences L WY A1A. SUITE 301HARBOUR BEACH,ORIDA 32937 321-802-3591 bdesigiigroup.com #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrFECT- STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 DATE 02/19/121 SCALE: 1/4"=l'-0" SHEET L A 3 �a Y A,, \ .;! ,- --- 2x6 SUB -BAND W/1 "x4" NOTCH gIX --- - END WRAPPED IN N I ! PEEL 8 STICK METAL FASCIA WRAP a DRIP EDGE 78 V ! TEXTURED 111 ° FINISH a WOOD I 1 2X(b SU15 HAND n 1/2' TEXTURED 11 j FINISH 6 CMU � 1 11 l . a METAL FASCIA I WRAP Ye° FROM 1 ` STUCCO, 1" FROM 1 d °I WOOD WALL 11 1 EXTERIOR WALL 11 (FRAME OR CMU) �\\ NOTE: NOTCH FOR 2X6 1 ROOF KICK OUT REMOVED SUB BAND ONLY �� 11 FOR CLARITY \�\ 1 ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) \� I �-I/5" TEXTURED FINISH \ 1 / WOOD, 1/2 TEXTURED FINISH 6 CMU 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL d STICK ® CI METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" ` OFF WOOD WALL PLAN A 7/5' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH 6 CMU METAL LATH WOOD SHEATHING DR CMU WR5 LAYER 01, 5TUCC0 WRAP (FRAME ONLY) WR5 LAYER 02, FORTIFISER WILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE - IF ZIP SHEATHING 5Y5TEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE GUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m SCABBED TO TRUSS W/126 NAILS ro"-8" O.G. MAX. 2x SUB -BAND W4/2`x4" NOTCH w END —METAL FASCIA WRAP I DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETA L OP WALL SUB BAND DETAIL CP -WALL W/KICK---QUT 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/Vx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Cu Universal Engineering Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND wt1 flx4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigilgroup.com AA #: 0003325 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL: 4EBB %828— CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB --BAND 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 021921 / / SCALE: 1/4" V-0" SHEET f 39'-8" 28'-8" 3'-4" 15'-10" (a I Y-4" I I I I I I I i 1E11 I I I I W1 I I I I L!j FM-12X18 1FM- 2X12 co 1.1 x b 4" CONC, Cj SLAB W x U- LL OW F-24X24�_j a_4�:3 1/2" U), U. 10, -01, 10 11 0 z I EXTEND FM-12X18 SLAB 1 1/2" 0 111 1.1 0101, I. O'TOP OF SLAB X C9 Lo 15'-8" V 5'-0" 4" PVC CHASE TE-1 \L 4" CO INC. CN SLAB _&:5 1/2" 19,41 E." XI U- 11 Fma— UDIA00112VIOTW� 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 ATTHE 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 00 C) co WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. It 113INDICATES #5 BAR, MINDICATES #6 BAR,NINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12..SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30"i #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13.iRATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING iN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS 17OR 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, ASTIM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER I OF SLAB SUPPORTED 3 cp T-0" O/C MAX. SEE PLAN FOR WWM SIZE. C14 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 op BARRIER Lo Lo FOOTING SCHEDULE C9 PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 0" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT 1 LONG 1&1 81, SEE PLAN 101, - (2) #5's (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's FM-12x18 12" CONTINUOUS 181, - (2) #5's 71W-011 FM-16x18 16" CONTINUOUS 18.1 - (2) =5s )a 11-01, FMC-1;)x18 12" CONTINUOUS is.,- �(5.s #5 IN CURB RIES F-24x2, 12 (27 =S 7777ss'" (-)0"-4" 4L' '60'-0" 17'-8" 2'-8" TOP OF SLAB T-0" co 3.-15"' ip C9 04 A F­ 04 Iwco xcq ao W 04 0 u_ ui)j I. EXTEND- 2 SLAB 1 1/2" 00 2XI 8 u-4" CONC. x. F 4FM�-1 x W SLAB cq W U- 5 1/2 00- 315" /2"' :i *3 1/2" T *7 1/2", rF� U- CD _j _FMC 12XI8 FM-12X18 7 FMC-12X18 co FW 1.1 FM-12X18 ❑wxv L J; _j Reviewed for Code Compliance 93 Universal Engineering Sciences SECURE STRAP TO ABCSIMPSON WEI CONC. W/ UNIT ROLL STRAP OR EQUAL @ EACH TAP -CONS CORNER OF UNIT CONC-/LSECURE STRAP Trl SLAB UNITS W1 (2) #Bxl 1/4 SHT MTL o SCREWS �Ik Sk Ilk Ik I I I I I I IL:jl Sk Ilk -sk 4 A/C CONNECTION 2'.8.1 W TO PAD DETAIL 7NI 16-10" Z-8" z S-10" 10'-2" 2:194 HWY AlA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigt)group.com A AA #: 0003325 4 .............. Ak \Na H 1�61OMP& of IN \t ` 4 - "NINO pv S 4 - V7133DIV. & LOT: CREEKSIDE PHASE LOT #123 MODEL: 4EBB 18 2 8 - C ALI" GAlFtAGE SWING: III LEFT PAGE: FOUNDATIOT'J PLAN 160 MPH EXP., C ARCHITECT: QTA:FE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 P mr4T DATE- 02/19/21 SCALE: 1/4"=V-0" SHEET I ky Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ¢ p CELL SEE PLAN FOR SIZE AND 0- SPACING REQUIREMENTS SPACING REQUIREMENTS O m W Q W U W �U vo- tr V J 0-O Q of _ Z 8" CMU WALL 8' CMU WALL M O g ' ° e "' - TOP OF SLAB. TOP OF SLAB i:LH ° SEE SLAB SCHEDULE VARIES EXT. PORCH SLAB L 4" CHAMFER(1-STORY)W/ 1/2" ISOLATION 6" CHAMFER 2-STORY•,a( ) JOINT(WHERE APPLICABLE) Z SEE SCHEDULE FOR WXD, BAR SIZE ice- AND BAR QUANTITY SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB ° 4' CHAMFER (1-STORY) W/ 1/2" ISOLATION _ 6" CHAMFER (2-STORY) JOINT (WHERE EE SCHEDULE APPLICABLE) Z 4. FOR'WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING 2 EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-0" BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS SCALE: 3/4"=1'-W NAILS, 2\WOOEARING (C BTM. VERIFY HEIGHT LAP TO R STUD OF WALL Wl PLAN 2x4 OR 2EARING PROVIDE BLOC GWALLW!UDS SEEPLANSF. INGLEBTM. PLAT. RE B . PLATE TOPROVIDEPLAT LA d MASONRY NAIL SLAB TAGGERED IONAL METAL v I NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE o 01) "\FOR EE SCHEDULE WXD, BAR SIZE BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4"=1'-0" (NO LIFT) GARAGE SCALE.3/4"=1'-0" jI NEW REINF. BAR O o_ SECURED W/ 2- PART a Q EPDXY. MIN. EMBED Q 8" UNO JQ Q FOLLOW ALL MANF. � SPECIFICATIONS FOR Q I USE AND 00 PREPARATION OF HOLE. z W J CD44 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACINGREQUIREMENTS Q d} :j co CO W co J O U) 8" CMU W o Z M — +- 0;_0„ ° TOP OF SLAB - • SEE SLAB SCHEDULE Z _ "ISOLATED' COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH -- — FOUNDATION AND SLAB d SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO - DOTING AND COL. P 30" MIN. EACH WAY IC FOOTING v 6 P.s'" s s .• vy sP _ >�.rT- FM p .1 CORNER BARS, SAME SIZE AS LARGER BAR v>I. IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS . o SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS STEEL MONOLITHIC v - FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2'-ROWS, 4" O!C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 DBEARING WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTMAND TOP PLATE ANCHORS W/ 1 Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" (/ TOP OF SLAB ° a EQ. EQ. SEE SCH ULE FOR WXD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE`:3/4"=V-9' (W/ UPLI SCALE' 3/4"=1'-0 VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO NG . PLATE TO SLAB W/ x DGE ANCHOR W/ 2" IS R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC X. -SEE SLAB SCHEDULE POURED LINTEL CONT. (TYP.) ;ot 8" CMU FILLED CELL(TYP.) 2X WALL FRAMING 1/2" DIA SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL,4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO 11 BLOCK WALL CONNECTION SCALE:3/4"=1'-0" - FOR ,NRY SET EV: RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48"-- �y AND NAIL WI 16d COMMON NAILS, 2-ROWS.4"OIC BTM: VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED, ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. � SEE SLAB SCHEDULE Q ¢TOP OF SLAB --d-� ••.4 ° ° �d 49 EQ EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY 8 INTERIOR CURB' FOUNDATION WOOD WALL SCALE:3/4"=1-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH; 1 FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325' i� j 1A I s r` I II i I, I r. is .;�_ .R■.r' DATE: 02 19 21 E SCALE: 1/4"=f-O" SHEET S1.111 3 r I F Reviewed for Code IR Compliance Universal Engineenng Sciences. 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321.-802-3591 www.abdesigngroupxom AA #:10003325 1 C 3 v � a CTEI7IV. CREEKSIDE PHASE 2 LOT #123 &ODEL 4EBB "1828- CALI" FARAGE SWING: -LEFT PAGE: DOWEL PLAN i Fy 160 MPH EXP. C . ARC!22- STATE IDA F1 1 MIC HAEL C. ANDERF3NON ' AFC NO 17305 02 19 21 DATE• / / DATE: SCALE: 1/4"=1'-0" SHEET S1. 2 X 41 41 M: i'rzA y� i ,r �y r„ TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — L VARIES PER ELEV. z_ 'd:..°� cV .A r 41 a ° 4. e J e. Q CLEAN OUT REQUIRED Ix ° FOR INSPECTION m co °' e O l o c° 0'-0" FIN.FLR. ° c °' TIE VERTICAL REBAR ' e d '6 ed e ° n TO HORIZONTAL REBAR W/ 10" HOOK . e A e' 4 Z uj � 0 HORIZONTALNERTICAL 1 REINFORCING SCALE: 3/4' =V-0 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" Z STEEL REINFORCING IN GROUTED 2 CELL SEE PLAN FOR SIZE AND IL SPACING REQUIREMENTS LLJ in Y100 e: V J _ Z 8" CMU WALL O m o +- TOP OF A. . e d SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (I -STORY) f W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) Z ° MATCH STEEL REINFORCEMENT 6" PVC CHASE w PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR W D BAR SIZE +_ 0._0'. TOP OF SLAB Z W e. ° ° ° d s e e 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE ANDBARQUANTITY PVC CHASE THRU FOOTING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" sm ® - Eo CMU UNIT DIMENSIONS mo ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE' 314"=T-0„ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigtigroup.com AA #: 0003325 ' N k 4 ' I k i b4 T•r re G � X4 \ 31 PRO P• y, SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #123' F*ROJECT# 04321.201 123R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT FAGE: s r DETAILS 160 MPH EXP. I'_ 4 r Z MICHAE!._ C. ANDERSON uw") PRINK" 02 19 21 DATE / / SCALE: 1/4"-1'-0" SHEET S1. 2 ti p 4 FRAMING NOTES 1. U:N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED: 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND" APPROVAL. IO. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x`MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END: UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM 1 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 0. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 — (1) #5 - — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1TI0M/06 1.5 0 I— m =. LL a oo GT 8F24-1 T/0M/0B ,c ON A_ :. s II a: _ Reviewed for Code Compliance ® m Universal Engineering Sciences mo 2 0 LL (6 00 00 UNO, PROVIDE BB1'WHERE „ ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8" LINO. z 8RF6- 1 T/OMIO B GT 8F 16-1 T/OM/OB „ ,., 8F24 MIN-1T/0M/1B 17'-4, BTM. OF LINTEL @ T-0 ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE:1/4" = V-0" 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com V# AA # 000,3325' i Ago", Nk \gyppow, Qta a �'s 6 r va. j 11E �n\ ate . _ a � a F5 ri sysDiv � � fir. 14 CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321. Ol 123R1 MODEIZ 4EJI3B "1828-'CALI" GARAGE SWING: LI{, FT PAGE: LIFT, BEAM PLAN LEV. NOT 160 MPH C ARCHITECT STATE OF FLORIDA FEB 9 2'1#tt k� r MICHAEL C. ANDERSON' I AR NO 17305 PRINT DATE: 02 19 21 11 SCALE: 1/4 11=11-0 SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 1, 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0' z� Y y NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 0D 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c �\� PLACE STEEL HEIGHT. �OF REINFORCING (1-2)4. TH'E LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM o/ :. / 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 1#5 / TOP OF THE LINTEL. / A �x �O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. -$ 8x16 DBL. BOND TOP OF Z Q�� BEAM Wr (1)#5 BAR •/. BOND BEAM 0�� $ EACH COURSE ., ....... • Cj 8x8 BOND BEAM TOP O_F • OQ��V� W/ (1) #5 BAR: BOND BEAM F =FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM _jTT�OP _ NOMINAL LINTEL TO TOP OF BOND 0-VF OPENING OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 tx �Iv\'�� 6- TI1 M /O B 8x8 PRE -CAST CONCRETE - pZ'? NOMINAL- -�� LENGTH OLINTEL W/ F BARB WIDTH OF MASONRY e HEIGHT BOF#5'S,TOPMC BEAM DESIGNATION OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT: XFXX - 1T/1M/0B INDICATES'A DOUBLE BOND BEAM z #5'S,. BOTTOM 8x8 PRE -CAST CONCRETE. SCALE:. 3/4"=V-0":. AND XFXX - 1T/DM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS , AND XUXX- 1T/1M/OB INDICATES A.DOUBLE BOND BEAM ABOVE UNFILLED Top LINTEL OF OPENING Y_- AND XUXX - 1T/OM/OB INDICATES A SINGLE. BOND BEAM ABOVE UNFILLED. LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE 145 MIN HEAD WINDOW SIZE. MIN EMBEDMENT 1 1/4") 8" FIR EACH END AND 18" O.C. MAX. 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAP PRE -CAST nc OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE 300 SILL g MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114"- d EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDM 2X4 SOLID BLOCKING 1/4') B" FROM EACH END SECURE TO SHEATHING W/ 18" O.C. MAX MINI-1/4" MIN.2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION 4 SCALE: 112"=r-o ARCHWAY FRAMING DETAIL SCALE: 3/4"=1 -0" Reviewed for Code Compliance Universal Engineering Sciences r- SINGLE #5 CORNER - BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM r NQPROVIDE #5 BAR EACH SIDE B STEEL EOF O LEVATION BOND. BEAMM CHA E CHANGE IN ELEVATION OF BOND BEAM cI^A1 E IIA"- 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 3 1-802-3591 www.abd sigilgroup.com AA #:0003325 1( a gg� S " a '\ o 'i 4r \ \ 0 a \\ e W \� k \� J SAOP1�95a?��. CRE�KSIDE "w PHASE 2 LOT #123 PROJECT# 04321. 01 123R1 MODEL.• 4EBB "1828- CALI" GARAGE SWING: LEFT ._. PAGE: -I DETAILS xI 160 MPH EXP, r ' ARCHfTFCT STATE OF FLORIDA FHB 2 2-X11 MIC iAEppL C,//.ppAN��� �1 ON ��9..y9 1yf 4 MI5 r�I & 212 019 DATE: / / SCALE: 1/4"=V-0" 1 SHEET S2. 1 A d "LOTT'S CONCRETE" ! " SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED'U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8.0B 16-1TAB 1T/OB 1TMB 1T10B 1T/OB 8/8.1B 164T/18 1T/1B 1T/1B 1TMB -1T/1B T-60 PRECAST 1436 952 3114 4217 5321 em 7531 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5687 1961 6113 7192 am 7627 8751 41-6" PRECAST 819 533 1770 2400 3033 30M 4800 1625 5743 7547 0752 6541 7565 V-40 PRECAST 931 1247 1999 2560 3123 3686 4249 1319 4480 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1631 2090 2649 3009 3470 1161 3693 5677 6036 6548 5776 61-6" PRECAST 692 1139 3227 3031 3707 4383 6061 1189 3227 4598 7054 10000 6825 7'$" PRECAST 570 938 2498 2205 2698 3191 3685 938 2498 3408 4864 7067 6472 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 639 1674 2298 3081 4099 4899 10°$" PRECAST 487 1247 1767 1904 2183 2028 550 1407 1897 2781 3222 3784 1 V 4" PRECAST 330 544 1312 1742 2252 2868 3630 544 1312 1742 2252 2856 3552 12'-0" PRECAST 30$ 507 1210 1596 2048 2586 3191 507 1210 1696 2048 2586 3171 13'-4" PRECAST 270 433 1045 1 1385 1732 2157 2535 414 1046 1365 1732 2316 1 2005 14'-0" PRECAST 254 388 978 1272 low19M 2279 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 458 1079 1429 1824 2277 2712 1V-4" PRESTRESSED N.R. NR NR NR NR NR NR 412 1014 1340 1703 2118 2513 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 300 856 1121 1413 1739 2047 191-4" PRESTRESSED N.R. NR NR NR NR NR NR 235 736 959 1200 1407 1716 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 180 598 833 1038 lies 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 165 550 784 992 1203 1361 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 129 450 654 824 1 1014 1147 -CRETE" / "QUALITY" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFELOAD PLF LENGTH TYPE 8/8 PLAIN 8/8 SOLID T-W PRECAST 689 1024 4'4" PRECAST 514 763 4'-0" PRECAST 398 591 F-C PRECAST 411 411 V-10" PRECAST 340 i 339 V-60 PRECAST 410 721 Tfi" PRECAST 303 534 9'-" PRECAST 192 384 10'-" PRECAST 151 301 111-4" PRECAST 132 417 12'-0" PRECAST 111 370 13'4" PRECAST 82 298 14'4r PRECAST 71 293 14'-8" PRESTRESSED N.R. 283 15'4" PREST ESSED N.R. 252 1T-4" PRESTRESSED N.R. 183 191-C PRESTRESSED N.R. 148 21'-4" PRESTRESSED N.R. 125 22'-0" PRESTRESSED N.R. 116 24'-V PRESTRESSED N.R. 91 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITIi AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE FE.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #-. 19-0130.13 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 818.1T 8/16.1T a2d-IT 8124-1T 8/28-1T 8132-1T 8/8-2T 8M6-2T 8/204T 8424-2T 8/Y8.2T 8182-2r 3'-6" PRECAST Iwo 3524 439�4 5263 6132 7001 1589 3524 _ 4394 5263 0132 7001 4'-0' PRECAST' 1383 3080 3815 4670 1 5325 6079 1363 3060 3816 4570 6325 6079 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1207 3375 4043 4711 5379 6-4" PRECAST 1010 _2707 _ 1806 2374 2944 3513 4084 1016 28M 3399 3961 4084 5'-100 PRECAST 909 _2276 1971 2443 2915 3387 929 2IM 2593 3107 3820 4133 61$" PRECAST 835 1201 1678 1955 2332 2709 835 1868 2.320 2790 3251 3712 7'-0" PRECAST 710 1181 1482 1743 2025 727 _goo 1624 2025 2425 2827 3226 9'-4" PRECAST 454 Ism 767 948 1129 1310 672 1318 1843 1969 2184 2519 101-W PRECAST 356 488 012 756 899 1042 604 1180 1472 1763 1710 1989 11'4" PRECAST 430 406 f'a'3pT 653 777 872 466 1042 1372 1643 1470 1710 12'-0" PRECAST 383 366 476 587 898 783 440 940 1300 15M 1314 1470 13'-4" PRECAST 308 303 393 484 575 645 396 760 1057 1312 1071 1203 14'-0" PRECAST _ 279 276 360- 443 528 609 378 717 061 1192 975 1133 14'-8" PRESTRESSED 239 422 506 626 746 - 865 248 683 960 1237 1474 1715 _ 15'4" PRESTRESSED 224 +387 464 574 684 793 230 616 906 1134 1353 1572 17'-4" PRESTRESSED 187 326 3m 451 587 680 192 506 720 501 1135 1312 19'-4" PRESTRESSED 162 21% 348 430 513 595 1e6 429 023 803 950 1098 21'4" PRESTRESSED 142 219 308 381 454 527 142 373 537 A 690 816 943 221-0" PRESTRESSED 137 226 290 359 426 497 137 358 513 on 779 90O 24'-0" PRESTRESSED 124 245 302 380 418 124 _174 319 _ 455 5s1 07 793 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 91 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 1NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 .J 16 sysDxv�ioT CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321.201 123R1 } MODEr. k 4EBB 1828- CALI" GARAGE SITING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. ; F DASON 4 PRINT 02 19 21 DATE: BCALE ! 1/4'°_1°-0°, SHEET Ste 2 4' Y, r, ;x FRAMING NOTES: " 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH: FLOOR. UNLESS NOTED OTHERWISE. 14, BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS I..I' TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM.. CHORD CHORD I 1 I V ldr 2x4 SCAB NAILED TO DIAGONAL M END JACK TRUSS BOTTOM IIC/'(\JII BRACING/BOTTOM CHORD W/MIN (4) 10d CHORD BRACING :RE APPLICABLE NAILS FOR EACH CHORD CONNECTION A DISSIMILAR BOTTOMCHORD BRACING 0 END KM FUK LAUN UNUKU CONNECTION nTSSTMTT.AR BOTTOM CHORT) BRACING @ MID RUN 0 r. M Ln 0 0 0 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. U U U FRAMING PLAN SCALE: 1/4" = l'-0" CJ1 CJ3 CJ5 I U 0 0 �N` V z Q m for Code U ®Reviewed Compliance Universal' Engineering Sciences: U O 0 0 N t' i s 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 c 4i 'Al \ ; u ONO 44 a. \w\ �1= ar SUBDIV. 8c LOT- CREEKSIDE PHASE 2 LOT # 123 PROJECT# 04321.201 123R1 MODEL: 4Ef3B "1828— CALI" GARAGE SWING: mi LEFTr; PAGE: j FRAMING PLAN b 160 MPH EXP. k kl ARCHITECT STATE OF FLORIR ,w'4, FEB 2 2-2021 I; MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 19 21 SCALE: 1�4 1'—O" SHEET S 3 w ,y. hi �r 4 A41) SiidIPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 z" NAILS TO TRUSS PLYWOOD SHEATHING, SEE B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH FLOOR SHEATHING SH SHEATHING (12) 16d x 1 z" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 16 10d x 3 " NAILS TO GIRDER AND (' ) a E ' 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS,2 ROWS, 3" WITH (12) 16d x 3 T' NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV: COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TRUSS{ Se&TYPICAL �GIRDER CONNECTORS) NOTCH DEPTH 1/4*D HOLE EDGE>519' HOLE DIAMETER < 2/5*13 SGL. STUD OUTER 113OF ,i SPAN ONLY i HOLE EDGE >5/8" i; HOLE DIAMETER BTM. < 3/5*D DBL. STUD ,., PLATE �1 STUD NOTCHING AND BORING LIMITS SCALE: 1 1 /2"g l'-0" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP 'ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" {1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON -- TRUSS ANCHOR WITH NOTE: APT SYP #22" x4", HTSM20 ND O 1/ "x TRUSS AND (4} 1/4" x 71/4" (9) 10d x 1 2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO GIRDER. PROVIDE 6' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF CONNECTOR BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL ' y'x2�'TOGIRDER 8-(1) SIMPSON FGTR GIRDERTIEDOWN WITH (2) 2" x 5" TITEN HD TO CMU AND (18) SDS 4" x 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) z x 5"TITEN HD TO CMU AND (18) SDS 4 x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF — D 2a 2b 2C SCALE3/4"=V-0" GIRDER CONNECTOR(S) SCALE:3/4"=V-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30`-0„ (1) "X" BRACE SEAMS) 30 1" TO 60-0 (3) "X" BRACE SECURE 2x PT. PLATE 6-0' MAX (W/lX4) (1) 'X" BRACE @ CENTER TO BILK W/ 1/2" DIA. OR 10'-0 MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. J WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC BTM.CHORD MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 v) LLJPLAN FOR LOCATION P.T. PLATE W/ 12d's 8" o J ILMAY NOT BE STIFFBACK (ASPERO.C. MAX ro 4a — REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 1U-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR ?. BOND BEAM REQ. Reviewed for Code Compliance 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER UnrversalEngineenng MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF Sciences -1U-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCKWALL W/ GABLE END 6 SCALE: 3/4"=1'-0" 7 � 1'-0" 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"=V-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 9LJSDIV. 8e LOTS'. �`, CREEKSIDE PHASE 2 } LOT #123.._.. PROJECT# 04321.201 123k1 R MODEL: am 4EF3B "1828—CALI" k GARAGE SWING: LEFT 4 PAGE: DETAILS' I 160 MPH EXP. a ARCMECT. STATE OF FLORIDA FEB 222U21 MICHAEL C. ANDERSON kaLiis AR NO 17305 PRINT 21 02 19 DATE: / / SCALE: 1 /4"=1— 0" SHEET S3.IA 4 : S A w A I } ' LLs s i 3, 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/ 112" 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 PRE-ENG'D WOOD TRUSS (TYP) @ 24" QC. MAX FOR STRAPPING VERIFY WITRUSS PLAN D LINTEL COURSE --CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL BC;ALL: 3/4"=1'-U Reviewed for Code s rnpliance universal Engineering bu Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL.• 4I',13B "1828- CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 222U21 MICHAEL C. ANDERSON AR NO 17305 J PRINT 02 19 21 DATE / / SCALE: 1/4"=1'-0" 8E3EET S3•1B GGGpppGpp IGlplp[pp VTCR SPACING (1) AT EACH END — uAGpppppp p 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. IapIGpG (2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO C,.")VER 5 TRUSSES) 0'-G TO 30'-0" (1) "X" BRACE pIIG pgpppp9op 30' I' TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS - Gplllplpq (1)'X" BRACE @ CENTER \� p IIGGGGI (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH `� a (AS PER TRUSS ENG) \ o PLYWOOD SHEATHING, SEE I h "ROOF/WALL/FLOOR \ SHEATHING FASTENER SCHEDULE" L SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. rFOR �+ SIDE VIEW 1x2, 2x WOOD FASCIA NECTION PER SEE ARCHITECTURAL SS MFG. 2x SECURED W/ (3) 16d WOOD GAL V. COMMON NAILS. " O/C, 1x2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12"O/C L SECURED W/ (2)12d's @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE:N-T.3. W/ HIP RETURN SCALE 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigtigroup.com AA #: 0003325 a UU SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL: 4EBB "1828— CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA FEB222I)21 MICHAEL C. ANDER30N AR NO 17305 PRINT DATE 02 19 21 SCALE: 1/4"=1'-0" SKEET Sao IC t 1 Ta� 4. M ' �a rr3: r S- :. h I➢ii�r - -` - :' - ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TOASTM C331C33M.. MAXIMUM AGGREGATE SIZE SHALL BE 314". GENERAL NOTES: WOOD, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. "A" ARCHITECTURAL, MECHANICAL; ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT GABLE - END .ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, rt_mACI.318-14 ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.. 2 OR R. = PSI AND A MODULUS OF � ...� a 'N 3F7 3R 2N 3E BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISi SPECIFICATION FOR THE DESIGN OF PROVIDER -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON R NCR ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE CONCRETE i 3E >� ---`=f-^ z, 'L'�: COLD STEEL STRUCTURAL MEMBER S 2016 ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 3 ,y 4,� `15""%I � .�, „ ,.,.... ,.. -FORMED SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCFQF A BORATE PRESERVATIVE TREATMENT: DISODIUM �;,, 'v 1 0 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO TYPICAL AND FORM WOR CORROBORATE TETRAHEDRAL (DOT) WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 0 0 V NY SIMILAR SITUATION ELSEWHERE ON THE PROJECT; SHALL BE CONSTRUED TO APPLY TO APT FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BEE RATED TO RETENTION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, SPIKE,. BOLTS USED n 0 V O O EXCEPT WHERE DIFFERENT DETAIL I5SHOWN. EX AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AD347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR. STRUCTURAL USES; AVOID BUYING TREATER LUMBER THAT kv, ® t.® 0 EDITION,"RECOMMENDEDPRACTICE .FOR CONCRETE FORM -WORK: CONTAINS MORE THAN % OF HEARTWOOD. V O 0 V ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DONOT 'SCALE THE DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR,2020 7th EDITION SEE NAILING SCHEDULE ON PLANS. 0 V O 0 V DRAWINGS FOLLOW WRITTEN TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON FTRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER; V 0 OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO. BE STRUCTURAL. DEPENDING , SYP #2. ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS 2E 1 2R 2R 1 2E o THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLEAFTER THE BUILDING CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND T IS THE C UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED "At,.. "A„ � S COMPLETE SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: " AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 0 V 0 V "DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIFE MESH, SHALL BE ASTM A1064/A1064M, GRAD E 65 AND BE PLACED IN ACCORDANCE WITH THE .WOOD TRUSSES: 00 O O V GUYS OR TIE -DOWNS. � TEMPORARY BRACING GU ACITYPICALDETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR V 0 V THE CONTRACTOR SHALL SUPPLEMENT THE REQUIRED FOUNDATION AND SITE PREPARATION , . BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OCEACH WAY - STRESS -GRADE LUMBER AND ITS FASTENINGS BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND V <� 0 O OO V REQUIREMENTS AND. SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. B SEALED BY A PROFESSIONAL ENGINEER. REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 0 0 0 V DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL V ® 0 O O TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTMA615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M,GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. V O0O O V GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 000. O 0 ., 7 O O V DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS: .DESIGN, FABRICATE, AND ERECT WOOD TRUSSES INACCORDANCE WITH TPI-14 "DESIGN .NATIONAL . V 9-. 0 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TOFABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION" V 2R ®O R 0 2 V - ' . '- - AND VERTICAL BARS SHALL LAP x BAR NO, UNSCHEDULED FIELD LAPS ARE .SUBJECT TO ENGINEER'S COMMENTARY AND. RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED y,0 0:P 00 ROOF LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES 7 4 000 :- ,., 0 2R 2R � `20 psf TOP CHORD non -concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR -. 25" #6 BAR - 3G' 7 PL i 0 �_ 0 V 10psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR 4:2" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF O ,_ D,,,a,q.- 1 0 000 V O 0 PROVIDE 36" x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR r TF O O 0 0 00<� 0 v DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. .INTERSECTIONS OF HIGHER: OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88 1990. ' ® u 0 0 �,; 0 0 V 0 16 p8f TOP CHORD (1 psf TOP CHORD GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN'THE FOOTING,. :HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 0 psf BW/No 5 CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH BTM CHORD psf 10 psf BTM 1 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE. CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT V V V V �¢ 2E V V V V V V 3 a DEAD LOAD TO RESIST WIND UPLIFT: 10psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. _ 3 V V V BALCONY LIVE LOAD 60psf STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING °q^ "A". ,� HIP ROOF WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL D - I��S+ PRESS (ASCE 7-16 (FBGR2020) EXPOSURE C, RISK CATEGORY II). LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 'THE ROOF WIND DESIGN —ASCESTORAGE' LIVE LOADS' UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED THE INSTALLATION OF EMBEDDED ITEMS DO NOT CUT O R DISPLACE REINFORCING STEELTO ACCOMMODATE E A FFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL NOTIFIED TO THE NET (GROSS) = 23.79 PSF 33.79 PSF ( ) 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS..30psf, BALCONIES (EXTERIOR) _ WITHOUT THEAPPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR T MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ZONE1 AND DECKS: 40psf,:GUARDSAND HANDRAILS: 200 sf,GUARD IN -FILL COMPONENTS.50psf PASSENGER p PROVIDE ENGINEERED SHOP DRAWINGS OF E CH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION - ZONE 2 = 39.48 PSF (49.48): E GARAGES: 50 sf ROOMS OTHER THAN SLEEPING ROOM 40psf, SLEEPING ROOMS: 30psf, STAIRS: VEHICLE p MASONRY:. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA ZONE 3 = 67.16 PSF (77.16) "A"= #-0' END ZONE DISTANCE 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER BASIC WIND SPEED: 160 MPH SHOP DRAWING REVIEW' "SPECIFICATION MASONRY STRUCTURES":(TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE WIND EXPOSURE: "C" SHOP DRAWINGS. WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY STRUCTHE TURES CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS. RISK CATAGORY: II OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY STANDARDS JOINT COMMITTEE PROVIDED BY THE TRUSS ENGINEER. APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. Q ALL BLOCK BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-9Q.GRADE fin = 2000 PSI: BLOCK SHALL BE PLACED USING RED IN ONF O F OF THE DELEGATED TRUSS ENGINEER: WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR /� �p / p �: p WALL/ ROOF ROOF/ V Vl •L Ll FLOOR W WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM DRAWINGS UT REVIEW _ RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM O� TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY V'JITH ALL TRUSS TO TRUSS CONNECTIONS. FOR ASPHALT SHINGLE ROOF, USE 19/32" STRUCTURAL SHEATHING ASPHALT OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED REPRODUCIBLE PIAS O ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000. PSI AT 28 DAYS, UNLESS TILE AND METAL ROOFING; USE MIN. EXP1,(40/2CFOR SHEATITIOUST SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISESPECIFIEDIN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 318" - 1913?':STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10' . USE ONLY MECHANICAL VIBRATION p p �+ C N E R SCHEDULE AND EDGE SPACING) SEE DETAIL FASTENER r„J�C WRITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN ALL PANEL JOINTS W/ IN 4' OF NAILS .@ 4" O.C. EDGEWISE 2x4 BLOCKINGNAIL REQUIREMENTS FOUNDATIOW SITE PREPARATION: G TYPE I'M" OR'IS" MORTAR SHALL. BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE I GABLE END_ SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 RSRS-03 SCREW SHANK 170,000 RING (16-20 RINGS F1667 8d RING SHANK, 2 3/8" 0.113 PERiNCH) RSRS-01 SCREW SHANK 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS y A FOOTINGS WERE. DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTIIII PROPORTIONED AND. MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. ' SOIL FOR TERMITE PROTECTION: !;I FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE I' GEO-TECHNICAL.ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETEST'i AT THE LAP VERTICAL REBAR 6X BAR NO. (48 BAR DIAMETERS)., U.N.O. �O CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL ,STRUCTURAL .STEEL: B'EM[AO`EIB'�"'1° 'TECH.` ENGINEER." THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL S FEEL SHALL COMPLY WITH THE I. RAFTER OR TRUSS SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, ROOF SHEATHING CONCRETE::: 9THEDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHAL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHSAS FOLLOWS, A36/A36M, Fy =36 ksi FOR ANGLES, PLATES, AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM Reviewed for Code mpliance Z = y = BE A531A53M, GRADE B, TYPE E OR S, Fy - A5001ASOOM,GRADE B, F 46 ksl. STRUCTURAL PIPE SHALL B UniversalEn i Engineering EXTERIOR SHEATHING - o o 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, Sciences USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" _ 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS AND 5" STRUCTURAL TERRACE SLAB. O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & m : ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS VVITH DOABLE -NUT LEVELING. ALL AT 6" O.0AT BOTTOM PANEL AND Bid RING SHANK GUN NAILSO.C.' CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F5125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT-. BOLTS INTERMEDIATE SUPPORTS OR 7/16"ZIP SHEATHING SYSTEM (INSTALLED :CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+!-PRIOR TO THE ADDITION OF PLASTICIZER; SHALL .BE:TIGHTENED I N ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. - PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL: ROOF SHEATHING LAYOUT ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN AND ENDWALL BRACING WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON FOR GABLE END FRAMING : THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE. RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF. ANY ROOF SHEATHING ATTACHEMENT SPACING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED NON COMPLIANCE WITH THEABOVE ZONE 1: 1 Od NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOWS: ZONE 2e, 2n, 2r: 10d NAILS @ 4' O.C, ON EDGE AND 4" O.C. INFIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)' ZONE 3,3e, 3r 1:Od' NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. FOR C B. FOR END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 1 112" FOR #5AND SMALLER BLOCKING PER NAILING SCHEDULE 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS WALLS AND JOISTS 8d RING SHANK GUN NAILS @ 4' O.C. TOP & BOTTOM_EDGE J Q d) V J zLU Z 0 7 w Y @ q U = O Of N U Z Of ro zw z0 =o C7 W z U V O z x O LU U) LU x O V) LEI Y @ U U p O (V <0 C1 Od RING SHANK GUN NAILS SEE "ROOF SHEATHINO ATTACHMENT' TABLE FOR FIELD SP4ING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF -HING (—#8 2" DECK SCREWS @ 61 O C MAX @ EQGES & 12" O.C.111 IN FIELD. UNTI-JREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING V� 4 TYP.'B/4" T&G SUB -FLOOR DECKING GLIJI TO ALL EXPOSED MEMBERS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1 2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK U4 DIA TAPCON MASONRY 8 " O/C 1 1/2" EMBED., 4" END DIST. MASONRY / CONC NAIL 1 1/2"LON®.. 8" O/C TO MASONRY/GONG NO WASHER FASTENER 1 112" EDGE DIST. SOD AL EXT. DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/FASTENED GARAGE DOOR BUCK 12" DIA. W! EXPANSION BOLT 24" O/C 4 EMBED., 4 END DIST., 1x PT, SEE NOTE 6 NAIL 1 1/2". LONG. STAGGERED INTO MASONRY/GONG. TO MASONRYlCONC. WASHER 9" EDGE DIST: To CONTACT THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 91 01 WINDOW/DOOR/FASTENED METAL STRAP '1x PT SEE 140TE6 NAIL 11/2"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. "TAPCON' 1.1/2" EMBED. 8" END. NON -BEARING WOOD IQ— EXPANSION 24" O/C 4" EMBED. 4" END BUCK 2. PT, SEE NOTE 6 NO WASHER FASTNER 18" DID DIST, 1 1/2, EDGE DIST. WALL TO CONC. SLAB WIWASHER BOLT DIST, Y EDGE DIST. 2x PT WINDOW BUCK. 0.138" PAF x 2118" 9" O/C 4" END. DfST. 1 12" PT TO STEEL COL, SEE W/'STAGGERED 'EDGE LIST NOTES .WASHER NOWES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO. FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND! OR NOA. 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT[ X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 3. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMEN"I" OF THE NOA OR THE SPACING DETAILED ABOVE ' 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME. EXCEPT FOR. AN EXTERIOR. SWING DOOR WITH A WOOD DOOR FRAME; 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 a I �{{ 6 ti , is I li V� a3 0 1[" , y"VNIM CREEKSIDE PHASE 2 LOT #123 PROJECT# 04321.201 123R1 MODEL• 4EBB "1828-CALIpi GARAGE S WING.. LEFT PAGE: f r1 I DETAILS � K of 1�NIPH EXP. C Tmal ARCHff� T STATE OF FFl ilk/ . ; hl I'I r: FE$ 2 11 2021 al MICHAEL C. ANDERSON AR NO 17305 TFRINT DATE: 02 19 21 :SCALE: 1/4 1"-0t1 SHEET TYP. EXT. SHEATHING ATTACHMEN I