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Home My WebLink AboutBuilding Plansr A 99 r EHIVE Nam, _'L 32907 ` `fa- 22_1 33-7092 Fax: � .: '97 z ® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430' CULVER DRIVE _ NE PALM BAY, FL 3290"7 f� 1'`J f� ry (� TEL. (321) (33— (092 FAX: (321) 733-7972 a?� STATE OF FLO.RIDA PROFESSIONAL ARCHITECT: M CHAEL C. ANDERSON AR No. 17305 '. A.B..... DESIGN GROUP, LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802 3591 _ DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS° DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN "ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO I SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES N0 RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI0s HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,,.CONSTRUCTION BASED ON THE DRAWING SET. Is ; I, DESIGN CRITERIA: ABBREVIATIONS REVISIONS DESCRIPTION _ rO'S ISSUED -FWRIDA BUIIAING CODE ramENTLu, ryr�r 7epr� e� � I f 1H EDMON (2020) I,I -ALL LOCAL AND STATE CODES i. -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - VuIt=160 MPH Vasd=124 MPH -EXPOSURE — Ci -I—STORY RESIDENCE — - 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METALTHRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MT.S META. CLG.. CEILING N.T.S. NOT TO SCALE TER CLR. CLEAR PL PROPERTY CPT. CONCRETE PL USHB LINE CPT: CARPET P.B. PUSH BUTTON C.T. CERAMIC TB.E PH. PHONE ,. D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER. DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S.DOWNSPOUT RM. ROOM DTL. DETAIL .... R.G. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST.. SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F G./FX FIXED GLASS Sim. SIMILAR F.G. FUEL GAS SL. SLIDING . FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENTS SWSSHEAR WALL PR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.Q.P. TOP OF I,A'iT INTERRUPTER T.O.S. TOP OF, LAB GL GLASS TYP. TYPICAL GYP. BD GYPSUM BOARD U.N.Q. UNLESS NOTED H.B. HOSERIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT.ORHT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD- INT. INTERIOR WDW. WINDOW W/H WATER HEATER_ W.I. WROUGHT IRON DATE 01/2(9/18 OIA5n8 2011 FBC UPDATE. 01/16A8 GO'SRE-ISSUED mznlna —-_.._--- ---- sID1NG ELEVATIONS ADDED 03/26/18 -- -- CD,S RE -ISSUED 04/19/18 FOOTING REVISION PER M. BOLES 06/21/18 COS -ISSUED --- -- — ---- ---- - 02/19/19 — ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22AS -- PLAN MAINTENANCE 03/28AS -_--- _---__._ REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24AS ADDED ADDITIONAL RECEPTACLE IN GARAGE FER WILL BATSON (MELBA � SQ.FT. CALf7.9 ., 04124AS WISED HVAC. VOLUMES ON SGIF CALL SCHEDULE (MELB.) LIVING I IING g 2g SSQ. FT ENTRY 16 SQ. Ft LANAI $$ SQ. FT y TOTAL 2362 SQ. FT k, A/C VOLUME 15720.9 CU- FT- i l 06112AS ADDED 'EXTERIOR MONO DEEP LOOTER' DETAIL I2/61.IA (ORL) 96/21AS ADDED LED LIGHTS a KITCHEN t BATH PER MARK BOWES O'l/l9/19 ADDED STONE OPTION ELEVATION G t p (TAMPA) 013AII19 ELEVATION V SIDING -ADDED LOUVER a GABLE ROOL 10/25/19 ADDED OFT. W-O' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH. SIMPSON CONNECTORS 04/0VZ0 REVISE Et�CAVENT RADON PLAN DIMENSIONS 04/0WO OPT. W-0' CLG. HOT.- ADDED LED LIGHT IN FOYER 04109/10 OPT. W-0' CLG. HGT. ELEVATION V- REVISED HEIGHT OF ARCHWAY -_ 05/06/20 ADDED ELEVATIONS V 4 'M' (ORL) 01/15/20 --.--- -.—.. ADDED. ELEVATIONS `MG`-'MH'-'MS' (ORL) 01/01/21 - - — 2020 FBC UPDATE -- --- - - -- -- --- - - -- ---- -- -- — — - _ --- Reviewed for Code Compliance . Universal Engineering Sciences INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG SI.2-DOWEL PLAN 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #31 PROJECT* 04321.200/031RI MODEL: 4EBB "1828-CALI" GARAQE S WINP:" RIGHT x PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS 9 21021 rMICHAEL PG S 2.2A- SAFE " LOAD TABLES . ANDERSON PG S3-FRAMING PLAN O17305 PG S3.1A-DETAILS ; PG S3.IB-DETAILS PRINT 03/17/21 DA�`E: PG S3.1C-DETAILS PG SNI -DETAILS SI-YEET Cot �. GENERAL NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDE N IAL 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS A E UN FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS Y THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHA DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3.DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE TTE OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WO THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTIONAN FABRICATION OF THE WORK. 5.. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TE HNI OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CON RAG SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ NGI 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. A ROOM USED FOR SLEEPING AS PER SECTION R302.5.1: OPENINGS FROM AI�PRIVATE GARAGE DIRECTLY INTO 00 US PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIP ED SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS 1-3/8 INCHES THICK, OR 20-MINUTEFIRE-RATEIJ DOORS. 3. R CEILINGS SEPARATING AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS 0 C L GS S HE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID �'I ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO T GARAGE 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC REAR LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS 'AgOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUI ALE WHERE THE SEPARATION 1S A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL LSO PROTECTED BY NOT LESS THAN'/z-INCH GYPSUM BOARD OR EQUIVALENT. i SITE WORK FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). DER 2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, LL BE 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. NTION RK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYER THE AND COMPACT TO 95%o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH A M 1 7- CO C E A ST D 55 2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. UES, 6, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR;IHAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) I013 8. EXCAVATIONS TO BE MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, NEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK. SPA AND ASSOCIATED WORK IS T BE PERMITTED SEPARATELY BY ENGINEERED 11 SWI G O O G EERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." WE BY NOT NT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. S 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM%` PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4 SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND 5 LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R3012(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3 LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS Revlewed for Coce -• CornPl!ancF 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R7 Universal erzy,neeriny Sciences FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 11; 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 1S TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/ 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. , CON7 ROL DATE: 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1111111 SU-_tV. & L -)T;., CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160ayMPH EXF EEF 4( t s SON PRINK DATE- 03 17 21 SCALE: 1/4" V-0" .I SkKEET I G GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE BARRIER I{L.0 AIR MEAN SNOW gpEEpd TOPOGRAPHIC DESIGN WEATHERING' FROS7 LINE tERMITE DESIGN UNDERTLAYME.NT H ARDS a FREEZING ANUAL TEMP? LOAD CMPW) EFFECTS'- CATAGORY` DEPTH" TEMP' REQUIRED" INDEX' NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 1 NA I SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 -4l1 TL ----------- LANAI I V4, CLCti 10'-011 1'_0 J 3131-�Il 16' 011 12'-8" (2) 3052-SH (2) 30 2-8EGRESS LIVING ROOM a' -a' CLG. BEDROOM #1 - - - - - - - 8-a' CLG. DINING ROOM - 2xa N III CLC:. B 0 4 _4 AllLt 6 m uI l 51_011 G. - V. s > WG. Q - ---- --------- ---V BATH#1 0 I I - V. V.NI W.I.C. rz r— ---n 36'x60' G. V SHWR. PAN NC e a� E LIl a� tY * M04i n • • ® ra � i ®k91 EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRG. I 'I 10'-8' BRCS. I - 11'-4' BRG. I1 a u GABLE ROOFS WALLS ro 1 v 1..,; i1 t i e M 1, ..................................} ... ... w i 'fO° 1 4 is �' E ' ' iC" GAS E ROOFS VI Rqc 51€ :IXFf 34tg wn,x Acrl t ,61 ?ii md, FnURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES G d11).}N '-6" 0 I, '-0 8" 0" 3-4 `4 ul 0 ©� r it A T� o V BEDROOM #3 6-8CLG T. 8 — 0 WH. 8 IF LAV. IIm L ACCESS J 0 BI Iuu z m >IU Al I Iq BOLLARD u BATH #2 '8 I 1 iAS REG. B -B CLG. ° PER BLDG. CODE -� e - GARAGE ry _ 2' 4° v V. B'-b' CLG 0 FOYER o BEDROOM 42 Q GPF 3068 W CLCs ry `� SiS 36'XI2" TRANS. 0 5 1/2" 71, 3 -5, 1/2 (2 052-SH I v m -- ARCH EGRES --------- 0 e 10'-2' 3'-10" 2'-8" , 161-011 2'-8' 14'-0" 4'-4" 21'-4" SQ.FT. CALC. S LIVIWs GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 80. FT. TOTAL 2362 SQ. FT_ A/C VOLUME 15120.9 WAINW AM d.AWNG MILD LOADS BASIC V= EXPOSURE FOR 3 SECOND QUSf3 OPEWM SOUAff ZONE 160 MPH MIND NOREIrIARICS AND TYPE FOOTAQE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 rrp 33/-43 DR. MIN. CRITERIA S.Cn.D. MIN. 41 5 31/-39 CRITERIA 8010 O.H.D. 56 5 2S.1/-313 _ ^' 12'xl2' 60717 0 1 I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMRQL DATE OV01121 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. Reviewed for Code Compliance Universal Engineering by Sciences FLOOR PLAN SCALE: 114' = 1'-0' NOTE: -2-8 LOUV. DOOi2�lU/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNES5t SOLID ORHONEYGOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' c35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: It)O NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE: INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ARCH DTL. TOP PLATE .BAR DETAIL Z194 HWY, A1A, SUITE 301 INDIAN HI RBOUR BE r"H, FLOVIDA 32937 PH: 321-802-3591- www abdesigngroup.com AA #: 0003325 r ,." � u SUBDIV& LOT: CREEKSIDE PHASE 2 LOT #31 � ?ROJECT# 04321.200 031R1 MODEL: 4EBB "1828-CALI" �ARAGE SWING: la RIGHT PAGE: I� FLOOR PLAN 160 MPH EXP. w; r ARCHffF�RIDA I' 6i u"IrATE OF F U CXF ° MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 Ilk DATE: 03/17/21 SCALE: 1/4"=1' - O" w SHEET Al ®} A EQUAL E2 TO CONTROL JOIN T CON" SHINGLE ROOF DECORATIVE FOAM DRAIN TILES - 6' RAISED 6 SAND (T1'P.) I 'IS 8'-8" 5RG. HCsT. _ — A _ WAl 16'X60' FYPON DECORATIVE - { SHUTTERS OR / A f EGNIIVALENT®-' TYP. I `Y 4' RAISED t BAND (TYP.) 0'-0" FIN. FLR. 8'-& 5RS. HCxT.� EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT +/-19'-0" 5LpG. H4GT. - 6 `b 4' FREIZE - - -- --- BAND 69 Zvi ml 7r7 IMMIX FRONT ELEVATION SCALE: 1/4 = 11-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR 103.4 OFF RIDGE VENT 0'-0" FIN. FLR. ------ ----- 1RIGHT. SCALE: 1/4 = II-0' V-8" 5RG. HGT.,h_ 1'-0, 01-0' FIN. FLR.,, 8'-B" 5RG. iCsT. OPT. COACH LIGHT "14 4B I TYP. 0'-0" FIN. FLR. v I 0'-0' FIN. FLR. REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT ELEVATION OFF RIDGE OFF RIDGE VENT F-1 I r 0'-0" FIN. FLR- - --- - - - - - - - - - - - - � LEFT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH 8'-8" 5RG. HGT. eee DECO. DTL. A SCALE: I/2 I'-0" Reviewed for Code Compliance Universal Enpneenng Sc ences MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. N FT FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 245D /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN, REQUIREDVENTILATION = AX 1176 IN UPPER PORTION OF ATTIC _ 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT(net free area) TOTALftOFVENTS REQUIRED = 3.41 TOTALitOFVENTS PROVIDED = 4 SOFFIT VENTI LATI ON AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 L HWY A1A, SUITE 19 301 N HARBOUR BEACH. IFLORIDA 32937 H: 321802-3591 abdesigngroup.com AA #: 0003325 r Fr REEKSID77 E HASE 2 LOT #31 PROJECT# 04321.200 031R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "C" 1�; " MPH EXP. C 1= VOF IDA1RSON PRINT DATE: 03 17 21 SCALE: 1/490=1'-0" ^_j t ui! 9 s ELECTRICAL LEGEND SYMBOL DEFINITION NOTES k m 125V OUTLET 20 AMP SINGLE F' _ III OUTLET ii 110V OUTLET 1/2 OF OUTLET WIRED To SWITCH GFI 110V OUTLET EQUIAUM INTER'ED R (TAMRND IER INTERJP'TER (TAMPER RESISTANT TYPE) ,r 220V OUTLET (4) WIRE CONNECTION r m I - WP €XT. WATERPROOF GROUND FAULT GFI CUTLET INTERRUPTER p SWITCH I SWITCH "s 3-WAY OPER $4 SWITCH 4-WAY OPER s WALL MOUNTED c �v LIGHT t CEILING LIGHT © LED CLG LIGHT ®VP, L€D VAPOR PROOF LIGHT , .. VPVAPOR PROOF LIGHT ORECESSED CAN Ii 1 �•� q J O7 VENT. FAN I cPM PER as FT . VENT. F,4N W/L IGHT I CFM PER Sa FT. ) - � VANITY LIGHT FIXTURE (SF'EC'S TOO BY d' BUILDER) 4'X2' FLUORESCENT ,^ 2-5UL5 WRAP ® LIGHT AROUND (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-BULB WRAP 'QED (SURFACE MNI y=� 2' FLUORESCENT *FLUORESCENT r 6 4' TRACK LIGHT -..... PANEL e METER - m O SD. BATT, BACK-L F' y# HARDWIRE SMOKE DETECTOR WALL MOUNTED BATT, BACK-UP 8p: SMOKE DETECTOR W/ HARDWIRE GATT. BACK-UP W/ S/GO CARBON MONOXID SMOKE DETECTOR 50 HARDWIRE INTER-02N1NECTED SHALL BE A DISTANCE OF NOT LESS THEN 4 FROM WALL PENDANT LIGHT, .� NATURAL GAS OUTLET ® TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO E 21 V UNO. A/C DISCONNECT SEE THIS SWEET TV TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOP IR TO BE SUPPORTEDTED IN IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn•4 24' INCANDESCENT LIGHT STRIP n no 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INGANDESG€NT LIGHT STRIP FLOOD L1044T O KP DSECURITY KEYIDA PUSH-BUTTON -. II FOR CHIMES{N,_. USB PORT e••� • LOCATION OF TV JACKS I PHONE OUTLETS ! FANS TO BE VERIFIED r HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF P15.CIR TTH EDITION (2020) • NEC 210.12 2019 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR TTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS 3 • WIRING METHOD SHALL BE NON METALLIC CAME PER .ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR NTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 19% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE INN j; (-TIERsY CONSERVATION (RESIDENTIAL ENERGY_ EFFICIENCY) 2020, Tth EDITION R404J CE IL INCr MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN r \ PRE-WIRY=D ±: � BDRM. 1 \ LUFPI LJ CLG FAN A"" U / PRE -WIRED DINING CLG FAN ' ROOM 5' _ 6' I . qP-_ --LIM - - SWITCH_N' ------ L T I GAt3INE Gr jBATH #1#1 I VI J — I IJ GFI / L - FN,. LI GFI W.LC. REP j SINK D ► - OUTLET - - KITCHEN L �R Dw vP I. PAN. CsFI�iii— \ RANGE I v CsFI -. GFI BDRM. DEN' 4/ tu LL' HOOD WIRE LU/ OUTLET FOR U i FUTURE MICRO I / S/CLG FAN FDREAUIRED BDRM. 3 l F - - - T -1 \ ^ RAI i PRE WIRED \ - - I — L CLG FAN I CsFI GFI a I 44'AFF. 44'AFF. • I P.B. FOR WH I GARAGE \ -- — DOOR \ I \ F I V — — — — — BOLLARD - A I AS REQ. CON D� r R \ L — — — PER BLDG. CODE 'BATH #2#2 ® I \ \ WALL MOUNTED s/Co I \ � A LIGHT W/SUIITGH IN / A AI ' / CLG. s+. KEYLESS OUTLET z METER BDRM #2 � FIXTURE (L VIERIFY IRRIGATION LOC. OUTLET m 48' AFF. !� fi _`- ENTRY GFI 7 GARAGE Pi`E-WIRED / � CLG FAN / CxFI -5. FOR -1 CHIMES l. \ \ `----------------------- COACH LIG HT ELECTRICAL. PLAN SCALE: 1/4' = t'-la' W P Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 12U / 24U V -1 Ph MAIN: 1bU Amp M.C.L FEEDER: 3- #1 Cu THW N & 1- #6 Cu (G) in 1 1 /2" C. OR 3- 42/0 AL THWN & 1- 96 CU (G) in 1 1 /2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 lExtenor Receptacle GFI for TUG 1200 1 3 2 space #12 2 20 Irrigation Pump 1000. 4 Space 5 6 5304 A/C C.U.-1 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1CuTHWN&1-#6CU(G)in11/2"C OR 3- #2/0 AL THWN & 1 - #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12 1 20 Microwave !.Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1500 7 8 #12 1 20 Dining Room: Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer/Hall Bed #2& #3/ Bath #2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD &. C/O AFCI 900 19 _ 20 _ 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 - Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 900 - Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 1 #14 Space 29 30 1000. Irrigation controls only 20. 1 #12 Space 1 32 Space Space - 34 space Space... _ -- 36 Space Space 7 - 39 _ 38 __ Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 40 Space 41 42 Space Load subject to demand factor calculations / line 16000 27600 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 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 _ Total A/C load 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Tote I Amps (watts / 240 volts) 142.8 — General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts & Rec 3 W / Sq. Ft 5484 Hi -Hats T at 65W/Li ht at 100% 65 Total General Lights & Rec.(Watts) 5549 Ckts# I watts/ckt I Total watts General I & Rec Panel A 91 6171 5549 LED LIGHTING DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (20201. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. M ALL CONDUCTORS SHALL BE TYPE THHN/1`141W UNLESS NOTED OTHERLISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 1201,240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN I -In" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) N 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. ® Reviewed by Code Camphancc Universal Fnylne�rmV Sciences 1 \ = o o L I � LED LIGHTING C SINGLE LAV. BATH "2 PROVIDE 34I0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 @4/0 AL, T41N 4 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 150A/tP MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EG UIPhIENT EG)IFMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/e" PIA X S FT LONG COPPER CLAD GROUND ROD U13niv. 8e L.OT CREEKSIDE PHASE 2 LOT #31 PROJECT* 04321.200 031R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPHLEXPj.G ARCHITECT STATE OF FLOPJDA If- V MAR 19 2021 MiCHAEL C. ANDERSON AR NO 17305 PRINT 21 DA'T' - 03 17 / / SCALE: 1/4"=1'-0" SHEET . HWY AIA, SUITE NN HARBOUR BE FLORIDA 32937 11-1: 321-802-359 v.abdesigngroup. AA #: 0003325 SMUBDIV* lk lr-OT.j CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200/031RI MODEL: 4EBB "1828-CALI" GARAGE SWING. - RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCH!"TECT ATE OF FLORIDA MAR 1 ML C. ANDERSON F AR NO 17305 sommUnw. PRINT 03/17/21 I; SCAM 1/4' —11o-nl SHEET i LANAI LIVING ROOM 12X12 II M BDRM #1 i DINING ROOM loxes 120 GFM I 10X6 1z0 cFM 120 CFM — SX4 I r I 5 Cr— M — GFM III �—-------- � BATH #1 8X4 ��6 .LC.aS c8r-xrl4 1 II I I loxb I � u .� 1201GFM T--J --- -- I � HITCHEN ex4 I i,cFrn 45 GFM — 10X6 — ' 5 CFM — CJ F �_ 5 I I 12XI6 12XS MITE TH . 3 i BDRM LouvER, 4 � ..DEN II PLANTATION 6, 190-04 2 8, n �I 10Xi6 F -u MAX AIR i5 CFM 584.15 CFM , 5 - 12X - 8 PASS / I ^7R E; ._� I 8x4 45 GFM 5 Gi-Ti II 12XS n BAH 2 PAss — I TH Ru 10X6 10 CFM FOYER I .y r BDRM. 2 I ENTRY a I I i1 GARAGE MECHANICAL PLAN SCALE: V4 I'-0' Reviewed for Coda Compliance. Universal Engineering Sciences R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMu - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 P E �r i1 n E: �a SUBDIV & LOT-T � CREEKSIDE PHASE 2 LOT #31 PROJECT* 04321.200 031R1 MODEL: 4EBB "18 -CAU GARAGfil. ST1I 4. RRIGHT PAGE: k MECHANICAL PLAN 160 MPH EXP. C 1,11r 03/17/21 PER FLR PLAN 1/2' Cl 1 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL in 32' OjC. MAX O.-C. FIN. FLR I 2X4 TOP PLATE lea 2X4 WOOD STUDS 024' oz. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING: WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4" = I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER 3 5/8' OR 5 3/8, I/2' DRYWALL TOP CHANNEL l25 GA 3 5/8' OR 5 3/8' DRYWALL METAL STUDS 24' oz.I/2' 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8, OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE l25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED 16' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1 A i NO N- BRG. Pi,) SCALE: I/2' = I'-0' SHEET SNI. SECURED 5/8' GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD PER _ElNATION PRE -El TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE o PER ELEVATION 2x FASCIA PER Oil ELEVATIONS VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS G 24" O.C. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE BOND BEAM SOLID G:ROUI W/ (1)- "5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT �" DIA. SLEEVE, D NOT CUT -BAR PE-1 \ CAULK AND BEAL `GAS LINE DO NOT GUT I k PVC SLEEVE FOR GAS LINE THE BOND e' CMU BEAM - - _ J„- In' GYP. WL. eD. REBARS WOOD BASE 2AIPIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=11-0' 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0" FIN. FLR0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE �-16 IN ACCORDANCE WITH FBCR 2020 7TH EDITION, SECTION R301.13 AND 1609.5.1. W/ WINDOW OPENING B TYP. WALL SECTION iiiiiNO OPENING a NOTE: METHOD TO BE USED FOR THE -STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=r-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 7TH EDITION iS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE [I OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-t. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATy PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 8' CMU 28GAS LINE THRU BLOCK i-2X4 SPF 24' O.G. MAX.—-, SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS— 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALK STEEL TRAGIC BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REIM VERTICAL TRACK BY MAUF. SLIDE FASTENED TO ROOMTRACK BRACKETS W/ PRODUCT APPROVAL i CORNER BEAD a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL ISO. SEALANT4 BACKER ROD IIJIFATWER STRIP MOULDING ALL AROUND(BY (DOOR MAIiii RHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 J SCALE: 1 1/211=11-011 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE MAX. PRE -ENG IUD. TRUSS X. 2x FASCIA PER a ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY GODS FORMS FOR WALL SHEATHING THICKNESS AS PER ER ELEVATION INSULATION A SHEET SNI. SECURE PER _ LE FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION RU RAL DE A LS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE Reviewed for Code STRUCTURAL Compliance - Universal Engineering lx2 P-T. FURRING Scienc s STRIPS V 24' O.C. 1/2' GYP. WL. BD. S' CMU WOOD BASE ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE ill IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 16013.5.1. A W WINDOW OPENING TYP. WALL SECTION ��JJ NO OPENINCx NOTE: METHOD TO BE USED FOR THE 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 7TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE IiI OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR 703-4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to Prevent entry of water into the Wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be Sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 012, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the Surface of the exterior Wall finish. 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS t6ill MPH EXP. C ARCHrri ' STATE OF FLORIDA X/, MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 17 21 SCALE: 1/4"=1' — 0" SHEET D 1 a ■ TOP: 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (I) 1/2, X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/a' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W 4' MIN. EMBEDMENT 2' XX 2' X I/X 1/8' WABHER 4 NUT J 91 71 lx4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN W OF EACH END 4 18' O.G. MAX SPACING N-SECURE 2X4 ONE FLAT TO MILK W/ MASONRY NAILS. 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X B' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3)EVENLY SPACED. LJ aq E NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHER SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT DZ BGALE. 1/21•I'-®' W 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" A WIND OIf TO BLOCK +3 4" OR +5 4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X(P: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 18' O.G. MAX SPACING 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 0' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING POOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1/2" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O G. MAX SPACING. 2X(2: CEM SECURE TO BLOCK WK2) 3/I6' 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. 2XS: IMM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. �+ 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER T/16' OS.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" DC WINDOW TO BLOCK +1 15 16" 2X4: 20 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING. 2X(p: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. a' 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 +2 1/4" @11INDOW TO BLOCK +2 1/4" 2X4: IZI SECURE TO BLOCK W/3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 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 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. a, CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E ,M. 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 Is, O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) I/4' TAPCON8 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. N � 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER '1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: ® 2X4: CEO SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 10' O.C. MAX END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. 2X6: ® ON OUTSIDE 4 SECURED 2X6: CEM SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK W/(2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. W/(2) I/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN EMBEDMENT 1 1/4') 8, GrIU EMBEDMENT 11/45) WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1/2' DRYWALL 4 18' O.C: MAX SPACING. 2X8: ® I'X4' ❑ 2X8: CEM SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK W/(2) 3/I6' TAPCONS DOOR CASING W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ HEAD SIZE -500 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END MEMBER W/(2A2d WITHIN 8' WITHIN 8' OF EACH END 4 18' O.G. MAX OF EACH END 4 6' TO 8' O.G. MAX 4 18' O.C. MAX SPACING. SPACING. JAM O WIN OW DOOR B R p ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" „ F NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK I —NI 8' CMU 1/20 DRYWALL ❑I/— I'X4' P.T. NAILER u u� 1' P.T_ X 4' MIN_ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3/4" . Reviewed for Code Compliance Universal Engineering Sciences CMU DRYWALL Q' : m IX FURRING Lu RIP 2XI0 TO DOOR FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS K KTA K 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J sUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200/031R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS Q60 MPH EXP. C ARCHITECT: STATE OF FLORIDA `-- MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 r''"'" ` DATE: 03 17 21 SCALE: 1/4"=1'-0" 1 SHEET D2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ -%' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED 1' O.G. MAX VERTICALLY 1 THICK, 3 COAT CEMENT / \ PLASTER WRB LAYER 62, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED 10' (VERT.) O.G. MAX At SUPPORTS WRB LAYER 01, STUCCO WRAP NN -WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM(VNSTALLED PER MANUF. S CS.) \ III TO LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' TO a' 6' TO a' THROUGH CONTROL MI". nIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 \ PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6 TO 8 FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR\ STRUCTURAL SCUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REHIRED PER PLAN "M" TYPE CONTROL JOINT O1. FOLD INWARD • PT. A OI. FOLD INWARD • PT. A 2. CREASE • PT. 5 3. CREASE • Pr. C a NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES OI. FOLD INWARD • PT. A 2. CREASE • PT. 5 FOI •4 ® 1. FOLD Ii • FIT. A 2. CREASE • PT. 5 3. CREASE • Pr. C 4. FOLD PT. C OVER PT. 5 TILL PT. C TOUO-IES BOTTOM FLANGE L BOTTOM FLANGE WATER TIGHT SEAL FOLD, DQ N2T CUT. >i' THICK, 3 COAT CEMENT PLASTER /FRAnEL 1/2' 2 COAT GEMIENT PLASTER (CM) U1R5 LAYER 02, FORTFIBER BUILDING PAPER awAlE ONLY) WRB LAYER •1, / STUCCO WRAP(FRANE ONLY) / LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB Aft ,MEIli' ABOVE SHINGLES (FRAONLY) FRAME OR CM ' EXTERIOR ROOFAIIAI I SONEED 5x5 WALL FLASHING r W O KICK -OUT FLASHMG (SEE �.`>X DETAIL) Iy FELiWOMPLAYI`IENT SHINGLE ROOFING J DRIP EDGE: OVERLAP 3'. EXTEND I/2' BELOW SHEATHNG, MECHANICALLY FASTEN 4' OG. MAX FASCIA WRAP NOS NSlTtTiioTTOK FLASHING OF ROOF WALL NTOMECTIONS J NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH PORT15ER SHEATHING TAPE I I" MIN. LAP e METAL LATH LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 01, STUCCO WRAP 6' MIN PAPER LAP BELOW ONLY WRB LAYER 02, FORTIFIBER BUILDING PAPER A IP MIN LATH LAPI ALL LAP R I 2 APER LAP SCALE: I I/2' • I'-0' 4� KIC KO UT DETAIL B t� NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL -- WOOD STUD° SHEATHING - SIN DE LAPS OF METAL OR 1/16' ZIP 8-BATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUR SPEC5J BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (2211 AS PER ASTM C1063. hil=: THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM !INSTALLED PER MANUF. SF'ECSJ w MIN. LAP ' LAP n LATH 3" LAP • PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL WA40LLSE WRAP TAPE PER MANUR SPEC. OR PEEL t STICK rly, ROOF 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING OR CMU WR5 LATER 01, STUCCO WRAP (FRAME ONLY) 8' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRE, E TAPE OVER ROOF/WALL SCREED 51X511 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE ¢ WRAP MATERIAL) OVER \ APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE \ \` I' OR LESS PIPE - PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 11 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS R IGILI RED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PIPE PENEI a 1 � A WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 EASI-ADHERING MEMBRANE ING UPS LAYER 01, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C-V. FINISH (SEE TYP WALL SECTION) PER SECTION R7113.T Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TION DETAIL (fRA1�E) ' Reviewed for Code Compliance universal Engineering Sciences DRAINAG3E PLANE (UJR5 LANT'ER #1, STUCCO WR)4P) I,URB LAT EfR 1*2 (FORTIFIBER- 5UILDING PAPER) 1" 1ET)4L LATH X X X X STUCCO WOOD OR -1/1r If ZIP WALL � SHEATHING SELF-ADHESIVE FLASHING — — — NOTE 1„1ETAL LATH- LATH TO 5E PER SECTION R1 O3.-1.1 / AST1"1 C - 84i -14a / i 11N. 2.5 LBS. PER SQ. *"rAFRD ( UT I L I T`I'` OR NOl" 1 IN)4L LATH DOES NOT 1IEET SPECIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 DATE: 03 / / SCALE: 1/4" SHEET MOVIES NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER GI, STUCCO WRAP 0 T INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya' CAULKING 0 JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 1*1. STUCCO WRAP) WR5 LATER *2 (FORT11=15ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCGO - WOOD OR 1/16" ZIP WALL 5HEATHING 5ELP-ADHE5IVE PLA5HING NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM G-041-14a, MIN. 2.5 L55. PER SQ. 'WARD (UTILITI' OR NOMINAL LATH DOES NOT MEET 51=EGIFIGATION5) FINISH ro" SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO HKtA I V K>=C,=IY= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER.OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM °r �� "t � '"I lt7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES a � . , ,�,..,:0 'SCRATCH �. . l COAT LARGER THAN THE ELEC. METER L;AN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH 1 NO MEMBR ENTERS E APPLY TO F E! APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5TEF "1 &TE F 1*3 . G.C. G•G G •O.O•p C •C O. O• •O •O C• O• •G •G O• G• •O •C O• C• •O .O O. C •O.O•G C •O.O. O.O WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION a „�FINISP a WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® 1' O.G. MAX 8' CMU } V TO Xs' MID -WALL WEEP SCREED Zq — FJ 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED - - — FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP 0 A GUT "X' INTO \ SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M S T F ;*2 APPLY 60 MIN GRADE 'D' FELT i OVER SELF -ADHERING — FLASHING OVER APROVED HOUSEWRAP WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER !I 6TEf= *14 j ( ) ELECTRICAL RECEPTACLE ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON 14% AR NO 17305 0 PRINT 03 17 21 DATE: / SCALE: 1/4"=1'-0" SHEET LEGEND DRAINAGE PLANE (UJRB LATER 01, STUCCO UJRAI=) UJRB LATER #2 (FORTIFISER - - - - - BUILDING FADER) METAL LATH• x x x x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - z I /z , CORNER BEAD (FASTENER 4 SPACING rt" O.G.) Gl" 1U - - 1/2" THIC<, 2 COAT CEMENT PLASTER APPLIED 14� CORNER DIREGTLI' TO MA50NRY BEAD 0P BLOCK 29Reviewed for Code Compliance Universal Engrneenng Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE- / / SCALE: 1/4$, =1' - 0'r SHEET WA3 ®i i \ / \ /; -- -- / 2x& SUB -BAND •' w/1 "x4" NOTCH g :-— / ------ END, WRAPPED IN -c1q PEEL 4 STICK METAL FASCIA WRAP t DRIP EDGE I\ X.X' I I\:,,, -1/S" TEXTURED I I FINISH a WOOD I 2X6 SUB SAND = 1/2" TEXTURED FINISH a CMU \� METAL FASCIA WRAP YS" FROM �� ® fL AN \ STUCCO, V FROM \ - WOOD WALL \ - 1 EXTERIOR WALL � (FRAME OR CMU) � � 1 �\ NOTE: NOTCH FOR 2X(o 1 SUB BAND ONLY ROOF KICK OUT REMOVED N, �\ �1 FOR CLARITY �\ ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL / XNOT INTO STUCCO) � I 11/8" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED FINISH 6 CMU 2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL & STICK )ELEVATION - METAL FASCIA WRAP 11, OFF WOOD WALL. SUB BAND 211 OFF WOOD WALL AN A 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING DR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WR8 LAYER 02, FORTIF15ER BUILDING PAPER ,'FRAME ONLY) DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAI PRE-ENG'D TRUSS TO BE GUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 211x4 "x4, _ 0I' SCABBED TO TRUSS W/126 NAILS ro'-511 O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME CAR CMU) SUB BAND DETAIL 0i) WALL SUB BAND DETAIL C WALL W /KIC K- O UT 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 WIV22"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT im ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 MODEL• 4EBB "11828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C METAL FLASHING, WRAPPED STATE MIN. Yq." ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11�11x4" NOTCH Q END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ,@ PRINT DT03/17/21 ROOD EDGE OMITTED FOR SCALP: 1/4f1=1�-0" c;LARIT%Y BIiEET A6 FOUNDATION NOTES .... �.......... : :�gn.�v�'ilii`.::i:I:i:,'..is&`. <;3:' ii}3:g•.ti N 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'4'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES: 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.JINDICATES #5 BAR, EIINDICATES #6BAR,OINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE: INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION FOOTING SCHEDULE PROVIDE CORNER BARS, SAME _SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP' REINF. T.O.F. SHORT LONG TE-1 $" SEE PLAN 10" - (2) #5's (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5'S + 0"-0" FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 181, - (2) #5'S (+)0"-0" FMC-12x18 12" CONTINUOUS 181, - (2) #5'S VARIES F-24z24 24" 24" 12" s S (-)01_E Z STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN!,FOR SIZE AND } SPACING REQUIREMENTS FF- W co U) = z 8" CMU WALL 0 co CM d dL SEE SLAB SCHEDULE EAT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY t TOP OF SLAB ' I BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1 EXTERIOR MONO -SOOTING SCALE: 3/4"=V-0" LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS 2 WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKJi BTM. PLATE TO BE PT. RE B .PLATE TO PROVIDE DBL. TOP PLAT LA d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT: SEE SLAB SCHEDULE 0101, TOP OF SLAB O • SEE SCHEDULE FOR WxD, BAR SIZE 7 D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE: 3/4"=V-0" (NO LIFT) z_ - STEEL REINFORCING IN GROUTED IL CELL SEE PLAN FOR SIZE AND >_ II SPACING REQUIREMENTS m� W a O 8" CMU WALL p co - Z J + SEE SLAB SCHEDULE TOP EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° " 6" CHAMFER (2-STORY) JOINT (WHERE • ' • SEE SCHEDULE ` APPLICABLE) z FOR WxD, BAR SIZE AND BAR QUANTITY N Ilk T (EXTERIOR MONO -FOOTING 1@ GARAGE SCALE:3/4"=1'-0" ! fl.i p a I >I U NEW REINF. BAR O a SECURED W/2-PART d ¢ I EPDXY. MIN. EMBED Q 8", LINO a o FOLLOW ALL MAN F. ='¢ SPECIFICATIONS FOR I USE AND F- co v „ K 4 PREPARATION OF HOLE- ' Z ,iT I J !CD p.��. O !r- QQ 'Q- 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION Al R STEEL -- REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS \< mw V J oz 8" CMU WF�L co SEE SLAB SCHEDULE z Z g "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND m POURED MONOLITHICALLY WITH --!-- • FOUNDATION AND SLAB SEE SCH ULE • �FORWxD, BA SIZE WAND BAR QUAN TY MBINED EXTERIO MONO- 1 OOTING AND COL. P SCA :3/4"=V-0" 30 MIN. EACH WAY MONOLITHIC FOOTING Ff FM CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS i&AL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE AMIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD 2z4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON AND SPH4 LA SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" TOP OF SLABff It„ EQ. EQ. SEE SCH ULE FOR WXD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WP SCALE: 3/4"=V-0" (W/ U P L I SCALE: 3/4"=V-0" �- VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO NG > R PLATE TO SLAB W/ 1/ "x DGE ANCHOR. W/ 2" R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC AX. U w _ SEE SLAB SCHEDULE a Q POURED LINTEL CONT- (TYP.) 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 BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING I AP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, PROVIDE DBL- TOP PLATE SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO Vir w UPLIFT IS PRESENT- Or SEE SLAB SCHEDULE +- 0'-0" $TOP OF SLAB EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL JGALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences (NO UPLIFT) CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 DOME 4EBB "1828 CALI" GARAGE SWING: F RIGHT -i� PAGE: ( c DETAILS `#1 a 160 MPH EXP. C <" ARCHITECT STATE OF FLORIDA r MAR 19.2021 fl=I''', MEL C ANEE'I,m �- M I r "' AR NO 17 x' % PRINK." 03 17 21 DATE: � ' SCALE: 1/4"=1' 0' SHEET y St. IA 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA'#: 0003325 �Tp b y i 1 ."i'_i3 �Ps`$$ .Tw'Wd�i�'iWeJ��^#Yi42Ts�'Yi.✓ixw S ldi77M,' � r5±io .h..taC AL F'REEKSIDE PHASE 2 LOT #31 PROJECTS 04321.200 031R1 MODEL: 4EBB "1828-CALI" 151 GARAGE SWING: RIGHT PAGE: DOWEL PLAN 16y w I PH EXR ARCHn ECT: 'a STATE OF FLORIDA F �j MAR 19 2021 Y4.R V 7h 11 PRINT DATE- 03 17 21 SCALE: 1/4"=1'— O" SHEET �_:j S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. — ° a (V r ° a J p CLEAN OUT REQUIRED p� FOR INSPECTION p m �. co ,M 9 O M 0'-0" FIN. FLR. TIE ERTICAL REBAR a TO HORIZONTAL a , REBAR W/ 10" HOOK ° 6 BAR SIZE 48 BAR DIA. #3 18" #4 24 #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL Ij,� REINFORCING SCALE. 3/4"=V-0 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } j SPACING REQUIREMENTS m� W J Vaj _ Z 8" CMU WALL O co Cl) SEE SLAB SCHEDULE EXT. PORCH SLAB �774" CHAMFER (1-STORY) W11/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) MATCH STEEL g REINFORCEMENT 6" PVC CHASE PER SCHEDULE THRU FOOTING r SEE SCHEDULE FOR WXD BAR SIZE AND BAR QUANTITY � 4 + 0 + 0' 0„ TOP OF SLAB e TOP OF SLAB io ° Z G= �> n M �a a —e— 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU OOTING SCALE: 3/4"=V-0" �Q #5 BARS FEco I. 8" 4 1'-0" ® CO • o CMU UNIT DIMENSIONS ARE NOMINAL SIZES , 9UMASONRY SYMBOLS 3 SCALE:3/4"=V-0" FEReviewed for Code ComPliance Universal Engineering Sciences 2194H WY A1A, SUITE 301 1NDI NHARBOURBEACH, FLORIDA 32937 PH: 321-802-3591 www.abidesigngroup.com AA #: 0003325 -. .: ", 777 S �37BD1 T: CREEKSIDE PHASE 2 LOT #31 `�'ROJECT* 04321.200/031R1 TODEL: 4EBB "1828-CALI„ GARAGE SWING: RIGHT PAGE: I; DETAILS r1 160 MPH EXP.; ARCHITECT -STATE OF FLO' $D,. MAR 1 92021 MICHAEL C. ANDERSON AF1 N "� `iV305 P DATE: 03 17 21 • SCALE: 1 /4"= V — 0" SHEET S1. 2 #5 BARS FEco I. 8" 4 1'-0" ® CO • o CMU UNIT DIMENSIONS ARE NOMINAL SIZES , 9UMASONRY SYMBOLS 3 SCALE:3/4"=V-0" FEReviewed for Code ComPliance Universal Engineering Sciences 2194H WY A1A, SUITE 301 1NDI NHARBOURBEACH, FLORIDA 32937 PH: 321-802-3591 www.abidesigngroup.com AA #: 0003325 -. .: ", 777 S �37BD1 T: CREEKSIDE PHASE 2 LOT #31 `�'ROJECT* 04321.200/031R1 TODEL: 4EBB "1828-CALI„ GARAGE SWING: RIGHT PAGE: I; DETAILS r1 160 MPH EXP.; ARCHITECT -STATE OF FLO' $D,. MAR 1 92021 MICHAEL C. ANDERSON AF1 N "� `iV305 P DATE: 03 17 21 • SCALE: 1 /4"= V — 0" SHEET S1. 2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE I CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1',Odx 1 1/2" HDG NAILS. I CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO1WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PHR 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 BEAMSWFEREDESIGNED 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" NOMINALBEARING (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 ENIGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CH'RDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POW ER 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 SEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = T P OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (Psi) SIZE W'xH' REINFORCEMENT STIRRUPS RE ARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROU rED SOLID 0: 0: 1 1: :. . vaoo.:... o.-... - '- 1 1 ♦ � 1 1 ♦♦ %�� 1 Lo ♦ I 1 IH 1, 1 IL ♦♦♦ GT I 1 8F24-1T/0M/0B o 1 1 ♦ �� 1 1 1 II ``♦ I,� 1 1 1 `♦ I, 1 1 1 1 1 ♦ I 1 ♦ I 1 1 ♦` �� 1 1 ! ♦ ♦ 1 1 ♦ � 1 1 Y 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1i 1 1 ! 1 1 1 1 1 1 mol 10 I 1 0l 2 ~ 1 2.1 1 1 !' Reviewed for Code LL 1 00 l li 1 - Compliance 1 1. � I Universal Engineering Sciences 1 1 ces 1 1 1 1 1 LINO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 I 1 1 1 1 1 1 � � ♦ i 1 ♦ 1 % 1 1 1 1 1 1 � ♦ 1 1 �i o% 1 s 1 1 � ,♦ ♦e` 1 I 1 , 1 1 T,/OM OB 1 � 1 1♦ 8RF6-1 T/OM/OB 1 8F16-1T/0M/0B I 1 -- 1 16----------1----------j L---------------1---------------J 81`24 MIN.-1 T/OM/1 B 17-4„ BTM. OF LINTEL @ 7-0" ABOVE FINISHED GARAGE SLAB 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUIMM & LOT N) CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1: ;MODEL: ;< 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C LIFT BEAM PLAN SCALE! 1/4" = V-0" A #5 CORNER BAR W/ 30" LAP FOR EACHi COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK IF 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" p x NOTES TO THE INSPECTOR/CONTRACTOR TYP,8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM Go 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 \\N PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOI IBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST \ \� TWO COURSES AHL BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" �QP\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM T 0`1 / 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 #5 #5 / TOP OF THE LINTEL g 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. BOND- --- - TOP OF 2 QQ� BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF • Q G W/ (1) #5 BAR BOND BEAM O F =FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BONDOF OPENING (� # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE BEAM, IF FILLED LINTEL. SEE NOTE 5 -- �_'I T/1 M/OB 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY NOMINAL—!� � LENGTH OF BAR =WIDTH OF e� HEIGHT #oF#Ss,TOP BEAM DESIGNATION q' BOND BEAM COURSE OPENING - 2" IT IS THIS ENGINEER'S INTENT �' OR 2 THAT XFXX - 1T11 M/OB INDICATES A DOUBLE BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND RFXX-1T/OM/OB 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/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING 10 AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL - PRECASTHEADER(MIN) WINDC PRE -CAST WINDOW SILL PE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1 /2"=V-0" 2x4 (MIN 2 X 3) 1-3/16 — -- -- TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT I 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (Mlljl� SHANK SIZE.145 MIN HEAD \y SIZE .300 MIN EMBE 1 2X4 SOLID BLOCKING 1/4") 8" FROM EAW EUD AID SECURE TO SHEATHING W/ 18" O.C. MA IN 1 MIN. 2-12d PER BLK. EA. END EMBEDMENT V/ 7/16" OSB SHEATHING CMU WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences SINGLE #5 CORNE\ BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM --- #5 BAR STEEL REINF. OF — \BEAM BOND. BEAM CHANGE IN ELEVATION OF BOND Crbl C• Q/A"_ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, 'FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 71s <1 -XN ' r II, E I 7 R12 r, i r 6; I I I I L" IAa I' al S DIV. ee 3L, C EEKSIDE ': PHASE 2 ILO T # 31 s PR JECT# 04 21.200 031R1 MODEL• 4EBB "1828—CALI" Ix GARAGE SWING: RIGHT PAGE: .a DETAILS E> 160 MPHEXP. C ARCHITECT: STATE OF FLORIDA MAR 1 9 2021 MICHAEL C. ANDERSON AR NO V305 PRINT DATE 03 17 21 SCALE: 1/4"=1'-0" SHEET S2e1_ d. "LlOfTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFEELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8/8-0B /1 -1T% B l20-1T/OB /24-1T/OB /28-1T/OB /321T/06 TYPE TYPE '8/8-1T 8/16-1T 8/20-1T 8/24-1T 8/28-1T 8132-1T LENGTH SUS 8/8-1B /1 -1T11B /20-lT/18 /24-lT/1B /28-lT/lB /32-lT/lB LENGTH 8/8 PLAIN 8/8 SOLID LENGTH 818-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 952 3114 4217 5321 6426 7531 1569 3524 4394 5263 6132 7001 3'-6" PRECAST 1436 3'-6" PRECAST 689 1024 3'-6" PRECAST 2465 6113: 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 700 3125 3945 4765 5587 1363 3060 3815 4570 5325 6079 4'-0" PRECAST 1065 123051 4'-0" PRECAST 514 763 4'-0" PRECAST 1961 0113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 770' 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 57431, 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 1247 999 2560 3123 3686 4249 1016 1806 2374 2944 3513 4084 51-4" PRECAST 931 5'-4" PRECAST 411 411 5'-4" PRECAST 1319 a6o' 719s -7342 57so 6259 1016 2276 2838 3399 3961 4084 1024 631 2090 2549 3009 3470 909 1499 1971 2443 2915 3387 5'-10" PRECAST 817 5'-10" PRECAST 340 339 5'-10" PRECAST 1161 693, 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 1139 3227', 3031 3707 4383 5061 835 1201 1578 1955 2332 2709 6'-6" PRECAST 692 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1139 3227 4596 7054 l0000 ss25 lass 2329 2790 3251 3712 938 24981 2205 2698 3191 3685 716 900 1181 1462 1743 2025 T-6" PRECAST 570 6472 T-6" PRECAST 303 534 T 6" PRECAST 938 498I 3408 4864 7067 727 1 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 159311 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 167411 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 3gg 487 247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550[1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 544 312I 1742 2252 2868 3630 430 406 530 653 777 872 11'-4" PRECAST 330 110-4" PRECAST 132 417 111-4" PRECAST 544 312 1742 2252 1 2868 3552 1 466 1042 1372 1643 1470 1710 507 1210 1596' 2048 2586 3191 383 366 476 587 698 783 12'-0" PRECAST 308 12'-0" PRECAST 111 370 12'-0" PRECAST 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 433 0451 1365' 1732 2157 2535 308 303 393 484 575 645 13'-4" PRECAST 270 13'-4" PRECAST 82 298 13'-4" PRECAST 414 045 1365 1732' 2316 2605 396 780 1057 1312 1071 1203 388 978 1272 1606 1988 2279 279 278' 360 443 526 609 14'-0" PRECAST 254 14'-0" PRECAST 71 293 14'-0" PRECAST 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR „ 17 4 PRESTRESSED N.R. 183 17 4 PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR — " 19 4 PRESTRESSED N.R. 148 _ It 19 4 PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED ' N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED. N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 '816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22 O PRESTRESSED N.,R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTA LE PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCEII;F.E.C.P. CORPORATION -CASTE-CR ETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering Sciences 2194, H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 -SUBDIV. 8e LOB° % CREEKSIDE PHASE 2 LOT #31 ` PROJECT# 04321.200 031R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: b r SAFE LOAD TABLES 160 MPH EXL ;`' F ECTFLORIDAANDEFISON 7305 PRINT DATE: 03 17 21 SCALE: 1/4"=1' — O" SHEET -a FRAMING NOTES: TES: 1. U.N.O, ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TOBE 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 IIFINAL 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 P8S361 .177" 0 x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE INI THE FIELD FIELD GIRDEF W/2X6 E CHORD TRUSSES W/2X4 BOTTOM CHORD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN 2x4 SCAB NAILED TO THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE TRUSS BOTTOM BRACINDIAGONAL` OM ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS END JACK Nk CHORD W/MIN (4) 1qd CHORD BRACING WEBBING SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND CHORD BRACING WHERE APPLICABLE NAILS FOR EA H I ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE CHORD CONK ECTIGIN THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. DISSIMILAR BOTTO C�ORD BRACING @ END A ,mu TRUSS MANUFACTURER/ ENGINEER NQ IE5: 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. -------"---` - FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® MID RUN CONNFaORSCHEDUIF CONTROLDATE. 01/21/2(MD MITEP USE SIMPSON MiTek MR SIMPSON DfS. UPLIFT DES UPIIFf GRAVITY FASTENER FASTENER HIA161E 1G25 META 16 1a50 (N.7Xl]/2"1.ELY, (]]Ed 2-PLY,EMBE04' (8)10d[]]/2 ].ELY,Ifil 16tl2-0LY,EMBfD4" (1) HI 161E 2a30 ('2)META 16 1385 (1211W 411/2'1PLY EMBED4" (SDI 10d X 11/2"1-PLY, EMBED4" HTA 16 18]0 IT ETA 16 VEIL (IOI ING X I1/2'.(8)1&12.PLY, EMBED4" (9)10tl X 1112'. L�PLY, o)L6d 2HP11, EMBED4" HTA 20 13711 HETA 20 LOT (]0(1W x11/2'.(8)IW 2-ELY, EMBED4" (9)10d x 11/2" 1 PLY,( BI 1W 2HPLY, EMBED4" (2) ITA-20 8 2a30 RGVRV (21 HETA 20 2035 (11)1W x11/2-, 1-PE1, IMBED4"' (19)111 x 1112.3 PLY, EMBED 4' 251%I (]0116d 2-PIY EMI112)]6tl2 PLY EMI Z LUGi2 ]65ti .2 18E5 B a(5) 1(4Y3' WEtlBPWM1 A. M1 ,WO0DON IN (2) 1/4 x21/4"TREN,WOOD(16(lEd O WGT.3 33M LGT3.5D525: 34. SUER (4)3/8"%5'WedG-EP1NA1GP",WOOD(T2)WN?l (12(505.1/6'x3"iOGIRDf0., (413/8"x5"TRENXOIO WALL DEI 2430 DETAF20 2BER -(16(-1Nn1V2,]PLYALTERNATEUSEOF(2(HTAMACCEPTABIF (1811Mi1]/2,1PLYAlTERNATF USE OF (2)HETA 20ACCEPTABLE MUGTIP. 3945 JUDI:♦ 3965 O'/8 5'4TR. IN H IGH STRENGTH EPDXY (MIN V EMBED).(22) IRA TDW000 0)5/8-AT.R. IN H IGH STEP NGTH EPDXY (MIN 22 EMBED), RLN10d TO WOOD HUGT2♦ 9575 HGT2♦ 10690 WOOD Do IRS, MASONRY (2) 3/a" A TR (2)3/4"A.T.R. IN H IGH STRENGTH EPDXY (MIN 12 EMBED), IN 10d TO WOOD HUGT3♦ 98ED ING,E+ 3069D JVOOD 18) IN, MASONRY (2) V4"A:IR 12)3/4"AT.R. IN HIGH STRENGTH EPO%Y(MIN. W'FMMR,116)I0d OWORD LPIA 15 .PERPE LNCU OWALL L ]4]U Pf RPEN01CVlAlI TO WALt LTA2 1210PARALLELTOWAII 1230 PERK NDINIAR TO l4ALL (10)]Ni I V2 (1L)]Ltlil.1/T' MUGT15 3965 VGT 4940 (1)5/B"Ai.0.1NHIGN STRfNG1'HEVO%Y (MIN.12"fMRFD).(4)]W iOP/(MION FACE/Il2)]Od BAC%OF IIYUSS (I)5/8'AAA, INNIGH STRENGTH EPDXY (MIN 32 EMBEDI. (]6)Sol /4'x3' HUGT 9525 (21 VGT 11RS (2f5/R"AI.R-INXIGX STRFNGTHfP(AY(MIN. 12"kMBEO): (8)]W J2) 5/9' AT IN IN HIGH STRENGTH EPDXY (MIN, I2 EMBEDI:(32) SCR/4x3 ITT. 12- so MTS12 990 (14)1N[3112-10 Nod I.)1N%11/- ITW16 1355 H'IS.16 1310 416) 11M A I IP'. NET ILd (I6)]OE 11/2" ,TW20 IBIS HTS-2D 1310 (24)1N%1112%PEN Tod A (24)TOE X 11 HTW24 TIES HTS34 1310. (24)1N X l LIP ",(]O)WE x]1n (24) TOE /2" sTA 1'4+ 111 LSTA I2 YR 925 (UP)]PB (1E1)]Otl LSTA IS- 1235 LSTA-18Yt 1211 N411. (14)Nd US H-18- 1310 MSTA-]8ti 33IS (14)1N (14)1Dd MSTX..- 1641E META 241f 1640 (]0)iltl (1B)1M yl MSTA30rr 2U65 MSTA3L.+ 10. (22)3W (22)1N . MSTw36H 2055 MUX.El Yt. 2050 (26)RN (26)wd KSTI235 P6S MSTI36 ENG (36)IB6X11/2" (36)IGE X1112 RTSI248 51135 NI i"ID (ONTO AI W. Mw 10d%1112 LFTA6 9P0 H6 1G55 [16)Sd XIlI/2',(]fi)RE) (B) Rd TO PLATES, (8) Ed TGSTU05 SETT8Z5 5Po B25 (6) Tod NO STUDS (5) 1W TO PLATE (6)]Udxl]/2"TOSTU05 MP34 "5251N T1@1ERA A34 430 (4)Ed 911/2' TO BfATNT(4) ED x I W' TO POST. (a)Edx11/1- TO O fAM,(41 Ed.1112"TO ROD HH(Y1 6B] HLIG 590 Y (101]NX11/2'TO TRUSS,(].) 10I x I O X'TO PLATE (12)106X 1112' RT1GA 1020 HIOA Dow (B, USE A11/2' TO r ROSS,(8) 1N% 11/2'TO PLATE (I.)Led %11/2" I MUGI158 PHMA 4125 VUI. HIS. 4940 OR)1N ROTRUSS, (10)WS3 WOOD SCREWSTO"IW/ 5/8" THREADED RUN (]6)'SRB 114"[3"TO WOOD, (No -SITS 1/4x2112 W/THREADED ROD, (21 NUIS/WASHEW2 PLY. Vm., 158 PH. 417, VISE F HD)B 434D (28)1N TOTRU55,(1( W53 WOOD SCREWSTOEOSTW/5/8"THREADED ROD (16)-5D5114'['TO WOOD, IB)3/4"STUDBOLTSW/THRFAOFDRO ;(2)NU6/WASHFP42PLY EAU44 253S 6223 All 23M 7750 (1)5/B"AT.R.IN NIGH' STRENGrH ENTRY, (MIN, Z" EMEEMINCONC,(]2)1N]OWWD (1) SA'A T R. IN HIGH STRENGTH EPDXY, (MIN 2' EMBED) IN TUDEC(12) ISM TO ABDUL PAN. 1411 1EL05. AD,, 662 21 M1 18205 (1)5/B"AT.R IN HIGHTRENGTH EPDXY, (MIN. 2" EMBED) IN WK., TONGA TO WOOD 111518'ATo. IN MGH STRENGTH EPDXY(MIN ] EMBED) IN GONE,(12)16d TO WOOD LT519.3Y� 1305 LTr19eH 1310 (])3/4"AT.R.INHIGH'I STPENGTXEW%Y,IMIN. J- EMBED) IN WED. RIDGE TO WOW (1)3/4"ATo IN HIGH STRENGTH EPDXY, (MIN ] EMBED) IN WNC (MO W ood TOOD. Lima- 11. LTT20d YiY' ism IN XIGX STRENGTNEPo%Y,(MIH.]"EMBED) IN WNC.(].)]Mei-]/2 NOWOOD (])]/2AT.R.IN HIGH STRENGTH EPDXY, (MIN .Z".EMBED.)IN CONG (1G)]Ltl TU YJOOD Q(])3/4"AI.R Z $ HnDs NTT45 41M low H74. MTTS 4455 Do. (1)SfrPPTR IN HIGH STRENGTH EEG%Y(MIN. T' EMBED) IN OONG,(18) LEE X21R" (l5/%4-I" HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONGI(26) LEE X 2 Or (I)5/e AT.R. IN HIGH STRENGTH EPDXY(MIN T'. EMI IN CONC (1)5/B11A.T.R IN HIGH STRENGTH LPDXY IMIN Ph EMIIN W N7 j (26) 16d%21/2' OP) 1RE.1112' < URN D1Is PXDSA DEES E525 HH.p113D5 25Y. TAPE ]VEIL 66L5 '. R. IN HIGH STRENGTH EPDXY,(MIN. IW EMBED) IN CCNC.(24) WEB WOWWREWS (1)1''a`i' B.IN HIGH STRENGTH EPDXY, (MIN T'EMBED) INCONG(]4) GAG WYCDXRFWS (1)P'A.T.R. IN HIS H STRENGTH EPDXY, (MIN 10- WELD) IN CUN.,(N)SIDE 1112/8"AD. IN HIGH STRENGTH EPDXY, (MIN T"EMBED. C INCONI(3)3/4'AUDBULTSTOWWO N"x 2H'WOOD SCREWS IN HIGH STRENGTH EPDXY, (MIN J'EMB ICl3)2/8'AUI 'TOMKKN). iONR 1820 .B (1V/�'P'.BOLTWMIM6'EMBWBnor LESSrNwN PI. "F0.DM EOGf Ol C9NCW/3/a"pAIIIV RAMSIVIEDXEAD DYN Li SLEEVE ANCHOR OR P. NOT `!X INSTALLED IN fACf.(14)1M AN JOIST IT)3/4'AT. R.IN HIGH SIAENGTX EPO%Y,(MIN 6)$ EMUkDMEM I fPWIY,(MIN.6>5"fMBfOMEVi 1N GM.U. FACE(]B)]M TO BEAU CM V.TOP, (1E 3/4 Ai.0.1Y HIGH STRi BIN IT ¢ Z I NFM35%12U 25W. Z13U MBHA 156/11.25 3425 5330 221DIIC0%) HUSC4II 26iS(1001( 3Y145N EAGER, TIC) TU WOOD (SO) Ild TO HEADER, (10116d TO SNOOD 3325N25%1 1 5%) e ) PIWO WWB N� 3""WS3 REWS,(10)1N TO (20)9/16-TAPPfRt(NMIOd TDWOOD (18)1/4%2-3/4_TITFN(9PfRP1ANGE)TOCMU(10)1MTOWOO), HM101FICMU) 195P 3080 10 ILIED) IBW HO30-111(CMUI 1950 30B0 FJC2162 OM, VEND 45. (Is)1 .3'"Wss EW5. 11G= WOOR P(20I3116 TAPRERt, UUpNiU WOOD (19)i/4"x2-3/4"TTkN IS PER FIANGE)TOCMu110110d SOW(PD HD21Dd VlfmD 2Jva 5015 HUC21D3 ICI4 U) 18CU 45C0 (18)t@ f 3"'WS3 REWS, IIOI IN TO woo® P(10)3/1G" TAPP0,( TIT). 1MTOWOOD. (19)1/412-3/4"TITEN(9 PER TON6fITDCMU(101 IWTO WOOD: LGUM262 ]VS 6065. LGVM2fi-LS 1,E. 5115 (413/9'%4W,d,EB II A,4hai;W00D(41WS3WWDSCREWS (4)3/8141NREN HDANCHORS(2 PERTIANGE) T. 1Mµ(411/4%2 /25DSSCRrSTOWCOD I %1 A � U O Q.1 m q 0 CC N O (a) LL (7 Z Z U (D m o � O x U oU 0 1A m o 3.1 cc N O (dj LL 0J Z_ Z U O m o Q cr O x . U Fm I 1A 9.1 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 co LID BRACE TOP OF WALL. CJ1 u u n u I u T x uEJ7 l u u n u �tu u l a II I II tl CJ3 a II n 1C n n 11 11 n 11 11 u 11 n n u =_ 3.1 II II II II II II I I II[ATTACH4'-0" LONG 2xSCA8 TO CJ5 -- II u I uTRUSS W/ 1Od NAILS @ 6" O.C. r-- (4" FROM EA. END) A14G Ell,I I I 6 I 83.1 = 7; --- I --I I --- --- ---- I ---4 PRE-FABRICATEC ROOF 2 TRUSSES @ 24" O C. MAX. =�7 gt-7 I AEA I I I 1 I I 22"x54'I = ATTIC ACCESS, -s A3 `Z�F y�A �7 a AID All A13 1A - 1A - - I G9�lF I 3.1 - - - 33-1 A15 I - --I - - - - I A16� Ir C1GE - - _- - - - B1GE 7 8 7 8 FRAMING PLAN SCALE:1/4 V-0" CJ1 CJ3 c CJ5 ti 1 Reviewed f, , Cw,- Comptranee Universar E': _'*1eermg Sciences 2194 HWY AIA, SUITE 301 : INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBD'IV. 8e ` - CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 MODET • 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEUC. ANDERSON AR 910 1730 PRINT DATE: 03 17 21 ,.., SCALE: 1/14"=11- 0" SHEET i A-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9) 1 Od x 1 2' NAILS TO TRUSS PLYWOOD SHEATHING, SEE "SHEATHING B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH " ALUFLOOR (12) 16d x 1 1" NAILS TO TRUSS z FASTENERSCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C (1) SIMPSON* LGT2 GIRDER TIEDOWN WITH NOTE. APT SYP 16 1Od x 3-t NAILS TO GIRDER AND ( ) a" E ADDED 6"; 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ I Od NAILS, 2 ROWS, 3" WITH (12) 16d X3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 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, LJ; 770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS E:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = 1-1:2705 LBS (21PLY) 888GIRDE TYPICALTRUSS/R CONNECTORS) i NOTCH DEPTH 1/4*D HOLE EDGE >5/8" I' x HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/30F SPAN ONLY HOLE EDGE >5/8" BTM. HOLE DIAMETER PLATE <3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRU�SE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA1 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9) 1 Od x 1 2" NAILS TD 6", S" x 4'-0" MAY ADDED GIRDER. PROVIDE S W/ 1Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITF ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOV WITH (4) e" x 5" TITEN HD TO CMU AND (12) �DS .1 11 x 21" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 2" x 5" TITEN HD TO CMU AND'(18) SIDS 4" x 1x2, 2x WOOD FASCI GIRDER SEE ARCHITECTUR L C 2) -(SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ 3 16d O (2) 2" x 57ITEN HD TO CMU AND (18) SIDS 4" x 3" GALV. COMMON NAI 1x2 SECURED W/ 10 S. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAI S BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE. SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT ,= 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNEC(S) �/4"=1'-0" TOR 6'rU" MAX (W/1 X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 W/10 1 Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 10dT0 TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C -- END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-O" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP-/� BTM. CHORD BRAKING SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA- TRUSSES WHERE TRUSS (DIAL. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X"BRACE SECURE 2x PT. PLATE (1) "X" BRACE a CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED Wi (2) 1 Od's @ EACH TRUSS TO BE INSTALLED Co) 1 U-0" O.G. MAX. SEE SCHEDULE FOR BONDBEAM REQ. Reviewed for Code Compliance Universal Engineering Sciences BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS 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 (F1AND 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 MA rERIALS SCALE: 3/4"=1 `_®^ ® 1 2194 HWYAIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 11 �a S t s z t SUBDIV. & LOT. CREEKSIDE PHASE 2 LOT #31 PROJECT# 04321.200 031R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: u DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA I; t- MAR 19 2921 MICHAEL C ANTD EP 0N, AR NO 17200,, PRINK' DATE: 03 17 21 SCALE: 1/ / 4 " =1 1 — 0" SHEET S3. 1 L S i a I e .III 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 � /1. BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC'MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX 0 ® PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS �a CMU WALL SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 r ''I11 STJHDIV. & LO CREEKSIDE PHASE 2 LO. #31t� PROJECT* a 04321.200 031R MODEL: ' 4EBB IVII "1828-CALI" GARAGE SWING: RIGHT' PAGE: I' DETAILS 160 MPH EXP. C ARCH=- ji STATE OF FLORIDA MAR 19 2091 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 03 17 21 SCALE: 1 /4"=1' — O" SHEET S3oA i r 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No'.2 SYP DIAL. WHERE X-BRACINGbSPRESENTAT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAL. BRACE TO COVER 5TRUSSES) ' 0'-0" TO 30 -0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) X' BRACE @ CENTER (2)"X"BRACE DIVIDED EQUALLY STIFFBACKATALL 2xSUB-BAND 3 FROM CENTER TO END. UPRIGHTS OVER 4'-10�HIGHI (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. a 1x2, 2x WOOD FASCIA... CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/,(3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSE @ 24" O/C, 1x1SECURED W/ 10d SUBMIT�HOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-IENG'D TRUSS 1 W/ HI P RETURN SCALE: 3/4"=V-0" E SIDE VIEW PRE-ENGINEER�� VALLEY TRUSS CONNECTION SUALE: N. I .S. Reviewed for Code Compliance Universal Engineering mmaina Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 TY C V ISUIE�DIV. &' LOT CREEKSIDE PHASE 2 LOT #31 PROJECT* 04321.200 031R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. Cw ARCHITECT STATE OF FLORIDA MAR 1 9 2021 MICHAEL C. ANDER C a AH NO 17305 DATE:03/17/21 SCAT :1/4"=1'-0' SHEET c3eIC AVT 10 ' xvAVAVA��/��1♦00��®` r®L' OOP♦O��i♦A♦A♦A♦e rl T ♦ ♦ • • • • • ♦ ♦ 1 • • • • • ♦ ♦ • _ • ♦ ♦ 1 • • • • • • • ♦ ♦ I • • • • • ♦ol♦ o ; m: m o ♦m. v 19 -0 0- v v °o O V v °0 O v 19 v o°O 0° v v Do° 0 °00 V IV v O00 DODO 0007 V ° v 2R 9� °°° ° 2R v v o0 04 O ° 2R ° 2R ° 0 V IQ v o°0 0° 0 0°0°0° v v 00 000 00 o v v19 o0°' 000 v 3 VVVVVVVI< 2E vv®vvvOi 3 a HIPIROOF fjY—F. ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7 16 ZONE`1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH' EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOF - ARCHITECTURAL MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON-BEA ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING.. CODE; STANDARDS: FBC-R 2020,7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". AC;1.318 14; BUILDING CODE REQUIREMENTS ALL WOC FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE $-MIL.CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLE'' COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE-7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICI PRESSUI AL,��- DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BI S FiIALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFE NT D FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS,. COLUMNS, WALLS, CORR06 REASON RE ETAIL IS SHOWN. AND FOOTINGS. SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347.LATEST W/ DOT , April 21, 2021 EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAIN AL�DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS. ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM Planning Development Services TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ,& Building & Code Regulation Division ARE NOT PART OF THE STRUCTURAL PLANS AS THEY. ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE 2300 Virginia Ave. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. Fort Pierce, Fl. 34982 IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE. ERECTION PROCEDURES AND UNTREAI (772)462-2172 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT REAR DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING,. GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM .Al064/A1064M, GRADE 65 AND. BE PLACED IN ACCORDANCE WITH THE RE: Permit # ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOS D.R. Horton Homes " THEI� CONTRACTOR SHALL SUPPLEMENT THE. MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DI REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.. STRESS CrdekSldc Lot 31 - SEALED! Response Letter DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TOI WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL 8E ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 CONNEC DESIGN LOADS: GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETINC - For the above listed project, the plans indicate 7/16" roof sheathing on Sheet SN1. W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL DESIGN, This is an error on the plans. The correct Callout shall be 19/32" sheathing thickness; and ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S STANDAI the. correct reference for wind pressures is ASCE 7716 reference. psf 20. psf TOP CHORD -non-concurrent - REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" COMMEN WOOD TI 10 psf BTM CHORD -non-concurrent `: #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS M .DEAD LOAD BEAD LOAD ' FOR ADDITIONAL INFORMATION. LOCATIO " 15 pat TOP CHORD 20 psf TOP CHORD INTERSE (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICA DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRA( BALCONY LIVE LOAD 60 psf WALL. TRUSSES - Reviewed for Code STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUS(-Y LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & F Compliance URiversal Engineering (ASCE.7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMI. Sciences LIVE LOADS: UNINHABITABLE ATTIC WITHOUT. STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, STORAGE: 20psf, HABITABLE ATTICS AND ATTICS. SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT' AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTI VEHICLE GARAGES:50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS:30psf, STAIRS: PROVIDE 40psf .. — MASONRY:- PLAN SHI MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OFTHE LICENSEI SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY - `' - -Should you have any questions, please feel free to contact me. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE. DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HUR OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRI COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,: LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDE Sincerely, ALL BLOCK WALLS SHALL BE THE TRUI - - -- ROOF DIAPHRAGM ROOF/ WALL/ FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. TWO -CELL HOLLOW CONCRETE MASONRY. REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE q FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL I DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLAi _ - SHEATHING EXP 1(24/16) or 15/32"STRUCTURAL SHEATHING EXP 1 OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRU9 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT GOVERN ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY 20i STRUCTURAL SHEATHING EXP T (32/16) .(SEE TABLE FOR FIELD AND DOCUMENTS WILL OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE' SPECIFIED IN NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" - = -- EDGE SPACING) SEE DETAIL. p �+/� FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMPOF 8" TO 10". USE ONLY MECHANICAL VIBRATION ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN . FOUNDATION/ SITE PREPARATION: TOCONSOLIDATEGROUT. , l�chael C. _; AndersoJn - NAILS @ 4" O.C; EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS „ „ TYPE M OR S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR SHAL - 'kY'd - OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 17Q000 RING (16 20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 2 3/8'E 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 112" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS ATM 4" O.G. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. �__T OOF ATTACHEMENT ZONE SHEATHING d NAILS @ 4" O.C. ON SPACING EDGE AND 6" O.C. IN FIELD _T I ZONE 2e, 2n, 2r: 8d NAILS @ 4 O.C. ON EDGE AND 4" O.C.1N FIELD -- ZONE 3,3e, 3r, 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BUILDING LENGTH NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPP TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKIN 16"O.C. IF NODROPPED GABLE END, ATTACH 2x4 #2 S BLOCKING @' 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS E END. ATTACH ROOF SHEATHING TO RAFTERS 2/ a BLOCKING P:,.. OC G PER NAILING SCHEDULE Ed RING SHANK GUN NAILS @ 4" O.G. x TOP & BOTTOM EDGES @J a�1 V J z W z � w Y @i =O (9 z it 00 <c z Lu 0 W Y @ 2 U J7 d z" or TYP: EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF FO , TINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf; FOOTING L BE 0:1 a ArChlteCLjf 305 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. - l_.,� SOIL FOR TERMITE, PROTECTION. - - - - THE OWNER SHALL RETAIN THE. SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFILL FORCING. SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 2194Hwy ALA, Suite 301IndimHarbour Beach, FL32937"Phone: (321)802-3591 REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE www.abdesigngroup.com. GE�-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND. THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL I. BE MADE BY THE GEO TECH. ENGINEER. STRUCTURAL STEEL: ' THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ED C'@ CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,Pitrw ` CONCRETE SHALL ACHIEVE MINIMUM 28DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL. CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM^' . A36/A36M, Fy= 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM '' 2,SOO.PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE � A500/A500M, GRADE B, F _ 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = y C REEKS ID , = 3,000 PSI REGULAR. WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 35 ksi. TUBE BE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.. PHASE Z.-� CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE. MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SHALL ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM AWA BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS TS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS Reviewed for Code Compliance :Universal Engineering I, " LOT 31 I �.. _ SLUMP NOT EXCEED 5"+!-PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. Sciences m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL :" ;ROJECT# ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN 04321.200 031R1 WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON MODEL: .j I/ THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE. THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE 4EBB L1 REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. /11828—CALI" A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE. EXPOSED TO EARTH AND/OR WEATHER', GARAGE SWING: YP FOR NDLAR5 AND SMALLER 2" F1-112"OR 2"FOR #fi AND LARGER /'� '�T RIGHT A. C. FOR CONCRETE NOT EXPOSED TO WEATHER , 3/4" FOR SLABS, WALLS AND JOISTS .� PAGE. ' 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS I [ IH DIETAILS S TEATHING CID (n Lu U 2" DECK SCREWS @ 6"-8" O.C. MAX @ Lu#8 cn EDGES & 12" O.C. MAX IN FIELD. UNTHREADED Y SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING LU O co TYP: 2/4" T&O SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT SHEATHING ATTACHMENT > I i FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ' APPLICATION 'SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1.2 PT FURRING CASE HARDENED COIL NAIL i 1/2" LONG. MASONRY i CONC.C. 8" O/C 6Ar AGF BUCK 1 POOR BLIC4' DIA. TAPCON MASONRY 1 1/2" EMBED., 4" END DIST., T, I `A6 V)NRY CONC NO WASHER FASTENER 8" O/C 1 1/2" EDGE DIST. SOD. AL EXT, DOORS CASE HARDENED COIL 9" WIN O OR/ FASTENED GAr AGF DOOR RUCK 3,8 DIA. OR 1x PT, SEE NOTE 6 NAIL t 1/2" LONG. STAGGERED INTO MASONRY/GONG. P IdASCNn'CCONC. 1 2 DIA. .EXPANSION BOLT 16' O/C (3/8" DIA) 4" EMBED., END DIST., E A TMS ' w WASHER 24" O/C (1/2".DIA) 3'EDGEDIST. 9"O/C WINDOW/DOOR/FASTENED MFTAI ,TRAP TO WINDOW BUCK CASE HAROENED COIL CONTACT THIS ENGINEER FOR SPACING 1x. PT, SEE NOTE if NAIL 1 1/2" LONG. STAGGERED. INTO MASONRY,ICONC. MA 0NPY,';ONC /'� .REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. "TAPCON' 18" O/C 1 1/2" EMBED, 8" END. NON RFARIyt§ NfOOn 1 2 +` EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST, �2" 1 1 EDGE DIST. WALL TO CONC. .SI,AR W' WASHER BOLT 24 O/C DIST., 3". EDGE DIST. 2x PT WINDOW BUCK - - -_-- -- - - —� 0.138"''PAP x 21/8' 9" O/C 4" END GIST 1 1'2" PT TO STEEL COL, SEE NOTE 6 W,1WASHER STAGGERED.. EDGEDIST. NOTES- 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS " 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED - 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THEISTRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 2x MEMBERS ARE SECURED W/ TARNONSOR PAP TO THE SUBSTRATE. 1x MEMBERS ARE NAILED AND S to 160 MPH EXP. v� MAR 19 2021 MICHAEL C. ANDERSON AIR NO T7305 a PRINT 03 17 21 DATE: SCALE: 1/4"—T-0" iJ SHEETS1- - n