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Home My WebLink AboutBuilding Plans1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 i; vx o ;::a s. STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR N o . 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH FL 32937 321 802-3591 Tel: ( ) DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE -ONSTRUCTION BASED ON THE DRAWING SET. DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pWIMA HUUING CODE, RNTIAL, ESIDE 7TH EDITION (2020) -ALL IDCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B 'BASIC TiND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1—STORY RESIDENCE — -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVT LAY. LAVATORY AC ApiuSTA CONDITIONING MCI, MEDLUMICINE A/C AIRCO ABLI M.C. MEDICINE CABINET ALE ALTERNATE MFR. MANUFA(TURFR AMP. AMPERAGE MTN. MINIMUM BD BOARD M.T. METAL THRESHOLD CL CENTER L1NF MID. MOUNTED CAB CABiNFT MIL. METAL CI.G CEILING N.T.S.NOT TO SCALE CLR CLEAR O.C. ON CENTER CONC CONCRETE PI. PROPERTYLTNE CPT. C.ARPT'T P.B. PUSHBUTTON CT. CERAMICTILF PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYV-D. PLYWOOD D.G. DUAL (?LAZED PR- PAIR DIA. DIAMETTR Y T PRESSURE TREATED DINT. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DR. DDOO R.A.G. RETURNAIR RATORILL D. DOOR REF REFRIGERATOR .S. DowNspouT RM.ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCORFF,XTDR FA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S H SINGLE HUNG EQ. EQUAL SHT. SHEET EXH, EXHAUST SHTHG SHEATHING EXT. EXTERTOR SHaR. SHOwrR F.G.:FX. FIXED GLASS SIM. SIMIT.AR F.G. FIJBL GAS SI.. SLIDING FIN. FINISH ST- CT_ SLIDING GLASS FT.R. FLOOR STD. STANDARD FLUOR. FLUORESCENT SwS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTC. FOOTING TEMP I EMPERED GLASS GA. GAUGE THK FHTCK GAR. DISP. GARBAGE DISPOSAL T.O C. TOP OF CLTRB G F.I. GROUND -FAULT CIRCUIT T.Q.P. TOP OF PLATE GLASS PTER TYR TOPOFSLAB GL. GLASS TYP. TYPTCAL GYP. BD. GYPSUM BOARD U.NO, UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. IIOLLOW CORE V.P. VAPOR PROOF HDR, HFADER W. WASHER HGT. ORHT HIIGHT Nti„ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW WH WATER HEATER W.T. I BOUGHT IRON DATE DESCRIPTION 01/16/18 CD'S ISSUED ARCHITECTURAL SHEET — # DESCRIPTION 0145118 _ 2011 FBG UPDATE PG Cl—COVER SHEET PG GN- GENERAI_ NOTES PG AI —FLOOR PLAN .. PG A2D-ELEVATION D PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1—DETAILS PG D2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4--WALLASSEMBLY DETAILS TT PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS 0146AB � CD'S RE ISSUED 02nm SIDING ELEVATIONS ADDED 03/26/15 - CD'SRE-ISSUED 04/19/18 - FOOTING REVISION PER M. BOWES 06mn8 CD'SRE-ISSUED — 02/19/l9 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/2849 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/113 — ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) SQ FT CALC•'S ®4/24/19 REVISED HVAG VOLUMES ON SGlFT GALL SCHEDULE (MELB.) LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 $Q. FT. A/C VOLUME 15120.E GU. FT. 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/5I.IA (ORL) — 06/21/19 — ADDED LED LIGHTS a KITCHEN < BATH PER MARK BOWES 01/19/19 ADDED STONE OPTION ELEVATION G 4 D (TAMPA) 013/11/19 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF 10/25/19 ADDED OPT. 8'-O' CEILING HEIGHTS 01/01/!0 — REPLACE USP CONNECTORS WITH SIMP50N CONNECTORS 04/Ol/20 -- REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09/20 OPT. 8'-O' GLG. HGT.- ADDED LED LIGHT IN FOYER 04109n0 OPT. 8' 0' GLG. HGT. ELEVATION 'G' REVISED HEIGHT OF ARCHWAY OS/06n0 ADDED ELEVATIONS 'L'<'M'(oRL) STRUCTURAL SHEET # — DESCRIPTION 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT REAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLE PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113—DETAILS S PG DETAILS PG SNI-DETAILS-DETAILS utllvergal tnginoordnq aialnca� 01/01/21 2020 FBC UPDATE — — - -- — - — -- 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroL,7.).com AA #: 0003325 SU39DIV. 8a LOT: CREEKSIDE PHASE 2 LOT # 15 !�- PROJECT# 04321.200 015R1 MODEL: 4EBB "1828—CALI'� GARAGE SWING:,, RIGHT PAGE: COVER SHEET 160 MPH EXP. C STATE OF FLORIDA FIB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 04 PRINT 02 26 21 DATE: / / SCAT D:1/4" V-0" SHEET CI GENERAL NOTE$ _31TEWORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDEN IAL (II BCR) ,. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) , ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES; A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING, WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS EY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS ,SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301 21.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4." THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTEt TION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES SLABS STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN -HE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TE HNIQUES 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. ' 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CON RAC OR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. < PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES', SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC ORUPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH Yz' AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/E NGI EER. 10 CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A'MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALLAPPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES' 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS; OR RIDGES, GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. - 1. GARAGE DOOR DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVEFUNGS 2. GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING AS PER SECTION R302:5.1: OPENINGS FROM A �RIVATE G LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION THE TERMITE PROTECTIVE TREATMENT, A OF TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER,OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH OF CERTIFICATE COMPLIANCE SHALL BE ISSUED THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301,2 2 AS MODIFIED BY FBCR ( ) INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SOLID WOOD DOORS NOT LESS THAN 1 3/8 INC ESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL. BE TESTED AT 15 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING HE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGI APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO T E THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 4. AS PER SECTION R3026 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA 13Y NOT 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703:7 1 ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL 13E ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ;ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO E PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT, WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR R 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. EXTERM CEILINGS 1. EXTERIOR CEILING TORE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA 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 s FOR CONSTRUCTION OBSERVATION. Reviewed for Code Com liance Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-35,91 www.abdesigngroup.com AA #: 0003325 Y 53XJBDIV. & LOT, % CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 ]0,'r 4EBB "1828-CALI" C,ARAGE SWING: RIGHT GENERAL NOTES 160 MPH EXP. C STATE OF FLORIDA // / e t_ __� i FEB 262021 MICHAEL C. ANDEIR 4 AR NO T7305 PRINT DATE: 02 26 21 SCALE: 1/4"=V-0" SHEET G 7 GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGOW" SU33JECT TO PAMAGE FROM WINTER DESIGN TEMP' I ICE BARRIER UNDERTLAYMENT REQUIRED" FLOOD AZARDS ® AIR FREEZING INDEX' MEAN ANUAL TEMP SPEED [MPH) TOPOGRAPHIC EFFECTS" WEATHERING' FROST LINE DEPTH. TERMITE NA 160 C NA NEGLIGARILE I NA VERY HEAVY 42 1 NA E SuRvi I NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SH ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302-SA FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302JOB I1'-0" I ® (2) F 3 -8° 3,-4" 3❑ C2E EGRESS H SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME' 15'1 CU. FT. VIV OPEWM AND TYPE SOUAIE FOOTAGE ZOPE 160 WH WILD MA RBdARK8 MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA 41 5 31/-39 k CRITERIA 80-10 O.H.D. 56 5 29.�/-3T3 I? 12'xI2' SOFFIT 1 5 3-I3/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT,=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR I ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMROL DATE: OV01/21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL_ AND NOA SUBMITTALS. CL Q M I1 p� ry p ❑2 O O I1 AI SCALE: 1/4' = 1'-0' U_ NOTE: 4 ❑1 DIM. VARIES BEDROOM#3 N �. r 1 I IS4%C�I`� A� -2-8 LOUV. POOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID 8 -8 CL(s. ,� I I I I N I cI DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.' � 0 I I � '�� — M - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. r MT. 8 �' 0 -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 7 BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" l35 Li LANAI ROOM s'-s, ct G s'-s' cLG 10'-0" I'-0 I `m I 5❑ 6068 S�s.D. O -Io — — o BEDROOM #1 ------- W-V CLCL ROOOOMO - 2xa r s'-e' cLG N Al �1 UU 6 _II 7 5 41.411 6 Oil 4'-S" 131.011 G. V. _ IR-ISH — WG. d ----------- --c V. N I w.iC. a' 8 BATH #11. Q 0 al 8'4clt� v I a cD — — ---- r 71 e I 361x60, I C. V. SHWR PAN El 10FF ;; • ; , I m W/ ENCL 15 011 1121_8�r = b24 SIN K6L IRASH3-5 n1 LAUNDRY 2.8 89-8' I ILII , i - - IR-ISH CLG i IL ei _„n —i N RANGE b36 B n _8" 2 4 6 T PAN. AI -8' CLG. 0 i (_p 11 3-sH — 0 — — v. ARC-�'-° --y I BEDROOM #41 DEN ro I I 8 -8 CL.G. ,v � Ic.11II Oil v. 1�L II _0 2'-8" v 3'-b" 3'-4 4'-0" N 00 FLOOR PLAN OMM) IN THICKNESS, SOLID ORHONEYCOMB-GORE STEEL DOORS NOT 22, LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. NI- rI ATTIC I - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY L ACCESS J DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. REFER TO SUCKING DETAILS FOR BUCKING AND RO NOTES. II _ OND LAV. I Ix -FRAMED WALL SEPARATION HETGWEEN THE UNCONDITIONED O B I I GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION = m >IV AI I III m 5OLLARD R VALUE OF R-13. n BATH #2 `s I I AS REQ. n N W-8' CL+Cs. I I I PER 5LDG. -CEILING R VALUE TO 5E R-30 INSULATION AESOVE CONDITIONED CODE SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE VV2110 GARAGE m PROVIDED 5Y THE Hi CONTRACTOR AND ARE OF THEIR , —b - V. 8'-8' C1Cx 0 CLOSEST ALLOWABLE SOFTWARE TOLERANCES. I, BED1—V CL& 2 N 5 (2 EGRESSH tilt` 10'-2" 141-011 OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. FOYER U-vALUE AND SHCG ARE INFORMATION PROVIDED BY THE III G1.G. MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT 3068 W/ SPECIFICATIONS 36'X12' TRANS o NI N NI F --- - - - - - ----------- _4 _ v m. A. 2' 4'-4"I NIN�I CH DTL. B1/2 = I' A4 11-411 DSL. y TOP PLATER .? 0 m IN BAR DET AIL Reviewed for Code 91 Compliance Universal Engineering Sciences SLTBDIV. 811 I T: 1 CREEKSIDE PHASE 2 'q LOT #15 4 PROJECTS 04321.200 015R1 MODEL• 4EBB 4 "1828-CALI" J GARAGE SWING d RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C rEF �a PRINT 02 26 21 DATE: / SCALE: 1 /4"-1' — 0" SHEET® AI SHINGLE ROOF i=YFON —\ 5KTI1XI-I OR EQUIVALENT EQUAL TO CONTROL JOINT CTYP.J , n EQ. ��,�� EQ. T EQUAL TO ONTROL JOINT ' (TYP.) -Z U EQ_ EQ. FYPON LV12X24 OR EQUIVALENT 1 J 12 4 �6 W I WAI i 7B U A2 S'-S" E3RCs. HCsT. 11 -0" OPT. COACH OACH IWX&2' FYFON I 111,11 1 LIGHT DECORATIVE 4B SHUTTERS OR A EQUIVALENT 4' RAISED TYPI I� BAND (TYP.) N 0'-0" FIN. FLR. 141 ffill I 1—oil I .I ' h II II II IION 1111 R. F]R®NT ELEVATI®N SCALE: 114 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHINCs AS PER FBCR 103.4 OFF RIDGE �VENT OFF RIDGE 12 6 12 6 `r r L 4-1 c0 REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH t-8" BRCS: HG7. 11 U FLR.I$ - ------ — - — - — - N -- - — - 0 -m° FIN: FLR. RIGHT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH ' OFF RIDGE VENT I- 6 BRCS. HCaT. Nt v 0'-0" FIN. FLR i. N j,m -0 :FIN. FLR. ;I LEFT ELEVATION SCALE: 1/� = I'-0' TEXTURED FINISH OFF RI® T 5FG. HGT_ _ob'-S" BRC-:. HGT. _uo0'-0" FIN. FLR. / 2' I'-0' \ �1 I I I. I N I DECO. DTL. A SCALE: 1/2 = I'-0" MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 11300 REQUIRED VENTILATION AREA = 2450 /300 8.17 = 1176 SQ. IN. MIN, REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC - 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SO F F IT V ENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (netfree area) TOTAL# OF VENTS REQUIRED _ 3.41 TOTAL# OF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 SQ. K PER LINEAR FT,(netfree area), LINEAR FEET OF SOFFIT REQUIRI 67,20 5 IN III Navi®Wed for Code Compliance univ®real Engineering Sciences w3 Ml sysDW. & LOT- CREEKSIDE PHASE 2 LOT # 1 5 .,...__--M PROJECT# 04321.200 015R1 MODEL: 4EBB "1828-CALI" _=all G.ATtAGE SWING. RIGHT PAGE: tv ELEVATION 99 D'2 I1@� kl CI, C 160 MPH EXP. C OF FLORIDA ki�TATE 44 1: Fx 62021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE. 02/26/21 ;. SCALE: 1 /4"=1' - 0" SHEET A21D ELECTRICAL LEGEND S1"M1501- DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/1 OF OUTLET WIRED TO SWITCH GPI 110V OUTLET EGUAAJLl iNTE ED R (TAM ER INTERIPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION FIFI WATERPROOF T G OUT INTERRUPTER SWITCH SWITCH 3-WAY OPER !�4 SWITCH 4-WAY OPER. r i1 WALL MOUNTED I� LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN 1 CFM PER SO. FT. VENT. FAN I CFM PER Sa FT. W/LICd4T VANITYLIGHT FIXTURE (SPEC'S TBD BY BUILDER) ` W FORE WRAP ® LIGHT AROUND AROUN44 (RECESSED) 4'X2' FLUORIIGHST ENT 2-BUL15 WRAP AROUND (SURFACE MNT-) 2' FLUORESCENT 4' FLUORESCENT Wes. a0 4' TRACK LIGHT PANEL Nib METER O$�. SMOKE DETECTOR NA BACK-UP WALL MOUNTED BATT. BACK-UP SA. SMOKE DETECTOR W/ HARDWIRE BATi BACK-UP W/ ® $/CO CARBON MONOXIDE SMOKE DETECTOR HAHARDWIRE. NTER-CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WH WATER HEATER I=v_NffX N 60URC.E TO BE ELEVATED DISCONNECT A/G AIR CONDITIONING TO BE 2 0V U.N.O. SEE AHU ON DISCONNECT THIS SHEET � j M V I LJ TELEVISION JACK CEILING BOX RiG:11iig TO BE SUPPORTED IN O J_BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REWIRED TO BE SUPPORTED IN CEILING FAN/I_IGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP 36' INCANDESCENT nAAnAA o LIGHT STRIP (�(�( 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD PH. PUSH-BUTTON FOR CHIMES .—� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE-CGNSTRUGTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARG FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PFICR 1TH EDITION (2020) 4 NEC 210.12 201-1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. + GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOOKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1TH EDITION C2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020) • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR 1TI4 ED (2020) SELECTED BY BUILDER AND • ALL (AMM SHALL 9W 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F5z ENERGY CONSERVATION (S9aII2ENTrAL U99RQ FFPIGIPNrr) 2020 It,h EDITION E4041 CEIL1we MTD. LIGHT TO BE: INSTALLED, PROVIDE•: J-BOX FOR OPT. FAN \\1�------------------- -- OPT. COACH L IGHT ELECTRICAL PLAN SCALE: 114' = I'-0" WP Panel MAIN - A PANEL: 8115 wp crtbreaker VOLTAGE: 120 i 240 V -1 Ph MAIN: 150 Amp PAC.B FEEDER:3 #1 Cu THWN & 1 - #6 Cu (G) in 1 1 R" C,OR 3- #2/0 AL THWN & 1 - #6 Cu (G) in 1 1/2" C. iWife Pole Bkr Description Watts =Circuit Circuit Watts Description [_Bkrl Pole Wire #12 1 20 _ Exterior Receptaclo GFi f4P TUt; M 1200 1 2 .Space #12 2 20 irrigation Pump --- lox, $ 4 Space 5 6 5304.. A/C C.UA 35: 2 #8. Spare -- A—� _ -- 7 � PANEL - A PANEL: 42 crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: '150 Amp M.L.O. FEEDER :3-W CuTHWN&1-#6Cu(G)in11/2"C. OR 3-#2/0ALTHWN&1-#6Cu(G)'in11/2"'C. .Wire Pole Bkr DesenptiOn Watts Circuit Circuit Watts. Description Pole Wire #12 1 20 Small Appliance 1500 1 2 A000: Range 2 #6 #12 1 20 M(crowa�p / Hood GFI 1E00 3 4 #12 1 20 Small Appliance 15L}0 5 6 4500. 1200 Water Heater Disposal GFI F20 2 1 #10 #12 #12 #12 1 1 20 _ 20 --- Refngerator' _ Dning Room Lights and Receptacles AFCI 1500__ 1500. 7 9 8 10 #12 1 20 Bath #2 GFI Receptacles 1200 11... 12 1500 DishwasherGFl 1 #12 914 1 15 Foyer iHallBed. #2 &.'.#3i Bath p2 Lights AFCI 900 13 14 5000'. Dryer:GF1 2 #10 #14 1 15 LMng Room:, Lanai Lights AFCI 900 15 16 #14 1 '15. wtcher and Pantry lights & Rcpta AFCI 900 17 18.. 1500. Washer GFI 20 1 #12 #14 1 15 SD & CIO -.AFCI 900 19 20' 1000 Garage Door Opener GFl. 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 Spare R 27 23 900 Exterior. Lights and Recept GFI 15 1 #14 -- Space. 29 30 1000 Irrtgation controls only 20 1 #12 Spare ---- — 31 32 Space Space 33 34 Space --- ---- Space 35' 36 Space _—.. #8 ...2 35 —- --- Fspare NC AHLA .... (Heater 5 KVA at ff` 5525 3r.. 39 38.. 40 _._.. Space._— Space 41. 42. Space.. Load subject to demand factor calculations !line: . I 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 fatter _ 43600 First 10000 watts at 100% 10000 Remaining watts at 400A 13440 Total Air- load 10829 LOAD. CALCULATION IS BASED ON A(CNON-COINCIDENT LOAD Total Connected Load Watts34269 - -- -- Total Amps (watts ! 240 volts) General Lighting & Receptacle Load Total AiC Square Feet 1 828 Generale. Lts & Rec 31N1 Sq Ft. 5484 HiHats 1 at 6 WJLI rit at100% 65 Total General Lights & Rec IWatts) 5549 Ckts?k watts/ckt Total watts General:Lts & Rao Panel A 91 6171 55549 � I I I � � I L° I I I � � I I I I � LED LIGHTING C DOUBLE LAV. BATH M 15m At`1P ELECTRICAL RISER NOT TO 8rALE- GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (29220J. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNnWM UNLESS NOTED OTHERIMSE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 102/0 ALUMINUM (AL) IN 2" DIA SCHEDULE aO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO ED. 0 0 I L I LED LIGHTING @ SINGLE LAV. BATH n PROVIDE 342/0 CU, THUN + 1% CU IN 2' CONDUIT OR 3 44/0 AL, THUN + 1% CU N 2' CONDUIT OR 2/0 AL. 61M (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANW COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EOUIP"IENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 7/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EGUIP9ENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (20201 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD for Cod(, 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. ae LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT 04321.200 015R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 rsaaar A DATE: 02 26 21 SCALE: 1/4" V-0" SHEET E1 -T77 T 7wN �--"� A-A.V, TUB —1---2' - TO GO MAIN (Lr=I=T) , KITCHEN 5INK W1 AUTO VENT co TO MAIN (ALTERNATE RIGHT) PLUMBING R WG A A SHLUR ICI'90VO ff t "40ul 2194 HWY AlA. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Qg� rYi vfi Mtl rl 1 4 SUBDIV. & -LOT: CREEKSIDE PHASE 2 LOT #15 IPROJECT# 04321.200/015Rl MODEI.a 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN EXP. C 160 MPH El STATE OF FLORIDA ,FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02/26/21 SCALE: 1/4"=I'-0" SHEET fj-w--% R-VALUE SCHEDULE FLOOR SLAG ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL FRAMED WE) - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 MECHANICAL PLAN SCALE: 114 = V-0' Reviewed for Code Compliance Universal Engineering EN Sciences sUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT: 04321.200 015R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C FEB 2 6 2021 L J PRINT 2126 02 DATE: / / SCALE: 1 /4"=1' — 0" SHEET l!/][ 1 PER FLR. PLAN 1/2, CLIG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL + 32' O.C. MAX 0'-0' FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS 024' O.C. 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'-0' 1/2" DRYWALL—` 3 5/8' OR 5 3/8' --� METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER CABINETS AND TUB/SHOWER 25 GA. METAL TO BE INSTALLED IN ALL OTHER WALLS. STUDS TO BE SPACED IV O.C. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TiLE FINISH WOOD BASEBOARD- FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED 5/8' GYPSUM BI PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH Cl BOARD 3 5/8" OR 5 3/8, TOP CHANNEL (25 GA.) 1/2' DRYWALL 3 5/8, OR 5 3/8, BOTTOM CHANNEL (25 GA.) SECURED TO GONG FLOOR W/ 3/4' PAF t BOND BEAM - TO WOOD SOLID GROUT FLOOR W/ W/ (1)- S WOOD SC SCREW (2) COURSE 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS /1A1 (NON-BRG.) n1 / SCALE: 1/2'=1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR'305.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE 5" DIA. SLEEVE, DO NOT CUT 2AIPIPE THROUGH BOND BEAM D1 SCALE- 3/4"=1'-0" "III ELEVATION STRUCTURAL PRE TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG TRUSS REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE 2x FASCIA PER I -0 2x FASCIA PER TYP. ELEVATIONS pµ. �'�' ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND .; DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2' GYP. Will BD. DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR. .a — 0'-0' FIN. FLR .. e d d a W/ WINDOW OPENING TYP. WALL SECTION H B NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=I'-0' SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE [1, ASTM D 486S TYPE IV, OR ASTM D &-i FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR..6. S' CMU — NOT CUT BOND AM BARS AJLK AND SEAL ,AS LINE }' PVC SLEEVE FOR a" LINE 7' GT'P. UIL. no. IOOD BASE 2B GAS LINE THRU BLOCK D 1 SCALE, 112'.I'-C' .-2X4 SPF 24' O.G. MAX.. SECURE_ W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — NMI ^-I\ram !' 1 CONT. 2x RAT RUN SECURED ' STRUCTURAL DETAILS SEE ENERGY CODE FORMS F INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH GLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL N2 P.T. FURRING STRIPS a 24" O.C. 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL -- TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REQ VERTICAL TRACK 1' MIN. BY MAUF. FASTENED TO SLIDE ROOM TRACK BRACKETS W/ PRODUG7 APPROVAL REQ. COMER BEAD S' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANTS BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF-) BY GARAGE DOOR JAMBS SCALE: 1 1/2' =1' -O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ ` MTL. DRIP EDGE AX. 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 CMU -- - _ OL 0' 0' FIN. FLR. < e d e . 47. a 9. d a a .e a a (A W/ WINDOW OPENING ,� TYP. SECTION �' U No oPEN�NG 5 1__ STORY GABLE BLOCK WALL SCALE: 3/4'=i'-0' Note: WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosior-resistant flashing shall be applied shingle -fashion in a manner to prevent ertry OF water into the wall cavity or penetration of water to the building structural Framing componerts. Self -adhered membranes used as flashing shall comply With AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C'i281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -€applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend taw the surface of the exterior wall Finish. for Code 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 02 26 21 SCALE: 1/4"=1'-0" SHEET TOP: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (I) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT= 0 0 0 "LSECURE 2x4 ON - FLAT TO BLK 0O W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �O X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 �i IINr NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-114' INTO BLOCK W/ 3/I6' 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 GARAGE DOOR 1 BUCK ATTACHMENT p SCALE:I/2'•I'-®' 8' GMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" n WINDOW TO BLOCK +3/4" OR +5 4" 2X4: CM SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: COM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' GMU 1/2, DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1/2" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' 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 1/4.) WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. on CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER '1/16' OS$. X 4' MIN. DOOR CASING POOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIK SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1- 1/4' EMBEDMENT INTO BLOCK 8' GMU 1/2' DRYWALL I'X4' ❑ P.T. NAILER POOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" NNDDOW TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: SECURE TO BLOCK WI(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN On OF EACH END 4 18' O.C. MAX SPACING. 8' GMU 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 (._ O NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E 2X4: CEO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 1/4' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING_ 2X8: SECURE TO BLOCK W/(2) 114' 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 1/16' 0.8.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 V40) DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: IZI 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 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 18' O.G- MAX END 4 18' O.G. MAX SPACING- NOTE: STRUCTURAL 2X MUST BE SPACING. 2X6: ® ON OUTSIDE 4 SECURED 2X6: CM 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) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/49 8: CMU EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 19' O.G. MAX SPACING. 1/2' DRYWALL 4 10' O.C- MAX SPACING. 2X8: ® I'X4' 2X8: CEM SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK WK2) 3/I6' TAPCONS POOR CASING W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END MEMBER W/(2)12d WITHIN 8' WITHIN 8' OF EACH END 4 18' O.C. MAX OF EACH END 4 6' TO 8' O.G. MAX 4 18' OZ. MAX SPACING. SPACING. 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" �WTNDOW TO RmrK +3" NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK ICI 8' GMU 1/2' DRYWALL 1'X4' P.T. NAILER 1' P.T. X 4' MIN. U i- 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 3/4" WINDOW TO BLOCK +3 3/4-- H DOOR FRAMING CMU i' DRYWALL IX FURRING RIP 2XI0 TO HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK KRE UIREMENTS , Kra r' eyi skWgo ftf Code Oftpliance �nVY9174al Engineering Sciences 2194 H WY A1A, SU-E 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ScrsDly LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL: 4EBB "1828-CALI" GARAGE SWUNG: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 I>ATE: 02 26 21 DAT SCALE: 1/4"=V-0" SHEET D 2 0 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' O.G. MAX (VERTA NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • l' O.C. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR T/IW ZIP SHEATHING SYSTEM ANSTALLED PER \ H TO ;• GAP MIN. LATH SHALL NOT 6' TO a e' To e' BE CONTINUOUS MIN. MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOSE \ 1. FASTENERS FOR LATH TO BE NAILS OR / STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0AV415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I-11K LAP ®, METAL LATH b "IN PAPER LAP BELOW ONLY / WRB LAYER •2. FORTIRBER BUILDING PAPER 2 APER LAP 0. LATH VERTICAL LAP TO BE P METAL LATH NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, �' THICK, 3 COAT CEMENT STUCCO WRAP I PLASTER Ff_ METAL LATH WRB LAYER 02, FORTIRMER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING (PER �J \ / ( SYSTEM (SALLED I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL WOOD STUDS NOTE SHEATHING -1/16' SIDE LAPS OF METAL OR ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) PLASTER BASES SHALL BE SECURED TO BUILDING 6' MIN. FRAMING MEMBERS. PAPER LAP TYPE CONTROL JOINT THEY SHALL BE TIED O"M" 1 BETWEEN SUPPORTS WITH 0ID4'i5-IN. (12I-MM) STUCCO &' LAP . LATH WIRE AT INTERVALS NOT 3° LAP ` PAPER MORE THAN W (229-MM). AS PER ASTM C1063. OL FOLD INLOJI0 • Pr. A ( f j I. FOLP IWLL4R7 • PT. A �� 2. CREASE • Pt. B FO. O 1. FOLD INWAI® • O I. FOLP INWARD • PT. A Pr. A 7. GREASE • PT. B s. CREASE • PT. B 3. CREASE • Pr. c 3. CREASE • PT. C 4. FOLD Pr. C OVER PT. STILL PT. C TOUCHES BOTTOM FLANGE ® ®FOLD . 'IT• SHINGLE ROGFINGJ DRIP EDGE. OVERLAP 3', EMEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' Oa MAX FLM•1GE L WATER TIGHT SEAL. FOLD, QQ ems. OJT. j' THICK, 3 COAT CEMENT PLASTER (ReAP9E), 1/2' 2 COAT CEMENT MASTER (CM) WRB LAYER 02, FORTIPMER BUILDING PAPER(FRAME ONLY) WRB LAYER 01, STUCCO WRAP(FRAI"E ONLY; LAP LAYERS OF BUILDING WRAP OVER NAILING FLAME, STOP WRBGLEBlNE ABOVE ONLY) ��—FRM1E OR CMU FASCIA WRAP 1I WALL FLASHM KICK -OUT FLASHING (SEE DETAIL) Fl � 7h ® KICKOUT DETAIL z y FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK L„ 5 N.T,S_ '1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER Wes. sla OR CMU WRB LAYER "i, STUCCO WRAP (FRAME ONLY) B' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5"X5" 'L" TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE—� FLASHING (COMPATIBLE WV HOUSE ¢ WRAP MATERIAL) OVER APPROVED HOUSE WRAP. ::.. FLASHING TO EXTEND ONTO PIP£ I : ;'.-: :::... 1' OR LESS PIPE PENETRATION — - A41if CUT AND OVERLAP ONE SIDE OF- -� SELF -ADHERING MEMBRANE FI._,ASHING STEP I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS RECIUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 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 01 FLASH iNG EKING MEMBRANE WRB LAYER •I, 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 LLRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE �%1 CONT. BEAD OF SEALANT NSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) 3 �_'ff=E i=NTRATION N.T.Q. PER SEC FION R70&7 E703110f WIting wW PIS 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. TAIL «RA1'--1 DR)4IN)4CzE FLANS (I.UR5 LArER 1*1, STUCCO WfR)41=) ORB L)41'ER 1*2 (F-CRTI1=15ER—'—'—'—'— BUILDING; FAFER) t* IET)4L LATH X X X X 5TUCC® WOOD OR 1/10II ZIP' WALL SELF-)4DNE5IVE FL45HING — — — — — — NOTE: t'*IETAL LATH: LATH TO BE RER 5ECTION R703.1.1 / A5T1 l C-041-14a) 1�1IN. 2.5 LE3S. PER SO. �rAf;RD ( UT I L I T� OR NOl„I INAL LATH 1DOE5 NOT 1"IEET SRECIFICATIONS) for Code Compliance Universal SciennCee Q S 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA * 0003325 SU333:)IV7. 8e LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" SxEET Y Y A II NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD WRB LAYER 44, STUCCO WRAP R VENT INSTALL 6' 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, 4' CAULKING IP JOINT ALL AROUND Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WR5 LAYER 02 (F=ORTIF=IBER — — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO ... WOOD OR -1/16 ° ZIP LUALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE- METAL LATH: LATH TO BE PER SECTION R103.11 / A5TM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 6B DRYER BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL l\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES FLASHING: UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP d SIDES �1 / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. H1'C1=H 1 v r9%=k�=1 Vr— STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD ZIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC I5OCYANOTE-POLY5LEND FOAM /neat A'' CtI It=ii 7R SIMILAR) APPLY A SILICON RASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES __.;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING STF "1 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD 7/8' TEXTURED �FINISH CONSTRUCTION a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a 7' O.C. MAX 8' CM1 Ye' TO 1j' MID -WALL WEEP 5CREED �J ..t.. i 1Li ' W WIDE STRIP SELF 4 ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH m 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 CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 0 A 5T E F 1*2 APPROVED HOUSEWRAP BELOW W RB LAYER I I STUCCO � RAP APPLY E-Z BEAD OVER 6o MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ELECTRICAL RECEPTACLE Reviewed for Code DP Compliance Universal Engineering ED Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Si7BDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDEFOON AR NO 17305 04 PRINT DATE- 022621 / / SCALE: 1/4"=1'- 0" ,: A DRAINAGE PLANE (WRB LATER 1*1, STUCCO WRAF) WRE3 LA*rER *2 (FORTH=IBER SUILDINCz PAPER) 1" 1ETAL LATH STUCCO WOOD OR 1/1(0" ZIP WALL SPEATPING SELF—ADNE5IVE FLA5NING 2 1"2" 0 CORNER BEAD (FASTENER 4 SPACING -8 1" O.G.) GMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1A]q�CORNER BEAD @P BLOCK 69 ROWOWed 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 SUBI)XV. & LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4" SHEET LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTF15ER 5UILDING PAPER) METAL LATH STUCCO WOOD OR -1/1ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER w WEATHER RESISTIVE — BARRIER "2 K?-' Y,' LAP SIDING REVEAL W SELF —ADHERING — FLASHING STARTER GALV'D METAL 'z' FLASHING 11w X 6' SIMULo WOOD TRIM ME 1 .. x—x—x—x 6' SELF -ADHERING / W I FLASHING: G \ WEATHER RESISTIVE / \ \ BARRIER Ml \ \ BARRIER RESISTIVE \\ A!" W SELF -ADHERING I / FLASHING \ GALV'D METAL T' FLASHING: DO NOT CAULK OR SEAL OPENING I Ys' X 6' SIMULATED WOOD TRIM MEMBER SEAL GAP W/CAULKING / OR APPROVED SEALANT SIDING TO STUCCO & BLOCK TO FRAME TRANSITION WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE — BARRIER 02 6' SELF -ADHERING FLASHING STARTER STRIP— GALv'D METd W FLASHING HARDIE TRIM ELEVATION _ I. SIDING TO STUCCO Cb BLOCK TO FRAME TRANSITION 2 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "I WEATHER RESISTIVE BARRIER 02 FLASHING DHERING GALV'D METAL ' FLASHING DNOT GAULK OR SEO AL OPENING HARDIE TRIM PER ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT 93 R@VIewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www, a b d e s i g n g r o u p. co m AA #: 0003325 \wNbksk \ S� 00 p 01, e �0 SUBDIV. & ]LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rD r &a a02 26 21 ATE• /CALE: 1/4"=1'-0" HEET * 2x6 SUB -BAND W/1 "x4" NOTCH 10 END, WRAPPED PEEL 8 STICK DRIP EDGE -1/6" TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH 's CMU IN 1�1 11 II II I 1 I 1 I 1 I 1 / 1 / 1 METAL FASCIA 1 WRAP /s" FROM 11 STUCCO, 1" FROM 1 WOOD WALL 1 � 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 NOTE: NOTCH FOR 2X(a SUB BAND ONLY METAL FASCIA WRAP 2X6 SUB BAND cal ♦ Ir l/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH \—WOOD SHEATHING OR CMU WRB LAYER "I, 1 STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) 1 1 ROOF KICK OUT REMOVED 11 FOR CLARITY 1 ROOF DECK (BEYOND) \ 1 DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) � / 1 \� \ I �1/8" TEXTURED FINISH ID 1 / WOOD, 1/2" TEXTURED FINISH w CMU 2x6 SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK � ELEVATION METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m' SCABBED TO TRUSS W/126 NAILS roll-8' O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND _DETAIL ® WALL W /KICK -OUT OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. /4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND WIV22"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY FRAME OR Gl" IU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IY"x4" NOTCH 6 END, WRAPPED IN PEEL d STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR GLARITY Reviewed for Code Compliance Universal Engineering bw Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL78Div. 8e LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 rtaian-i- 02 DATE• 2621 / / SCALE: 1/4"=1'-0" SKEET 6 "v CD ao _Co , �h i0 0 v m it Ln In -4" 39'-81, 28'-8„ 9, 6„ 15'-10" 3'_4' FM-12X12 1 — FM-12X18 — — — — — — —1 ro N 1.1 04 4" CONC. N wa SLAB : Ow FOUNDATIONNOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES,' SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4; REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 3 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS 1.1 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER \] SERVICES. 6 PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: LL [L �31/2`' 1,-0, �F 24X2 10'-01, • 1.1 r FM-12X18- EXTEND 1 SLAB 1 1/2" 1.1 I D as v I- L El 0 I 1 1.1 I M 0101, $ TOP OF SLAB M II X N co co LLI � � Io • I co ILL . I • I 4" PVC 1 o Q��^CHASE 1.1 TE-1 — 4" CONC. (] N I SLAB I 5 1/2" a 4 17'-8" 01 01 5 TOP OF - M 3'-0" f SLAB 3'-6' 00 f /T N O 1 I co N N N w a v o0 N LLI 1 p EXTEND io 1.1 SLAB 1 1/2" 2 "v I4 CONC.� FM! 12X18 °D 1.1 1 SLAB N—' g X N ' 1/2" a� 5 1/2" u- r 5 1/2" *3 3 5, "r2 l *-7 1/2" 1 1 1.1 1.1 H J FMC-12X18 FM-12X18 FMC 12X18 L —FM_12X18 0 oSk 4 4 10,_2„ T-10" 2' 8" 16'-0„ 2'-8„ ro LO 14'-0" 4`4' 21'-4" 39'-8' a ' FDUNDATION PLAN SCALE: 1/4" = 1'-0„ PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES #5 BAR, DINDICATES #6 BAR,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 ALLALLOWABLE 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" ORS" 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 T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1 4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER. BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - (2) #5's FM-12xl2 12" CONTINUOUS 12" - (2) #5's FM-12x18 12" CONTINUOUS 18" (2) #5's (+)01_0" FM-16x18 16" CONTINUOUS 18" - (2) #5's _ (+)0"-0" fMC-12z18 12" CONTINUOUS 18" {2) #5's VARIES F-24x24 24" 24" 12" s s (-)0".4" SECURE STRAP ABC SIMPS❑N WB / CONC. W/ UNIT STRAP OR C2)TAP—C EQUAL 2 EACH TAP —CONS TAP—C❑NSUNIT ,(ROLL CORNER OF C❑NC. SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 H WY A1A, SUITE 3C INDIAN HARBOUR BEACI• FLORIDA 32937 PH: 321-802-3591 www.a bd es igngrou p.con illita AA #: 0003325 " 19 P IV 7 C EEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MOI>Elz 4EBB "1828-CA1I" GARAGE SWING: RIGHT PAGE: �s FOUNDATION PLAN 160 MPH EXP. C fEA' NT 02 26 21 TE: / / Reviewed for Code ALE: 1/4"=V-0" Compliance Universal Engineering EET Sciences K__J 1. Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o a SPACING REQUIREMENTS m U V . x aj z 8" CMU WALL O 0 cn ° -• • TO] ° e e SEE SLAB; SCHEDULE EXT. PORCH SLAB a G o- 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION j 6" CHAMFER (2-STORY) JOINT (WHERE " SEE SCHEDULE APPLICABLE) Z ° FOR WxD, BAR SIZE AND BAR QUANTITY STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q W m U w va Y U) O 8" CMU WALL o Z iLAi�B - ' ` TOP OF SLAB .y ..e Y VARIES BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-0" BOLLARD LAP P PLATE A MIN. OF 48" AND N V// 16d COMMON NAILS, 2- WS, 4" O/CBTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN INGLE 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1 /4" X 2 114" TAPCONS SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIP 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 lolTOP OF SLAB Azd° A. y SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE 3/4"=1'-0" (NO LIFT) ° < SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB ° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE �I?^ i ' SEE SCHEDULE APPLICABLE) Z Q�7 FOR WxD; BAR SIZE AND BAR QUANTITY N �XTERIOR MONO —FOOTING GARAGE SCALE:3l4"=1'-D" w I a NEW REINF. BAR O 0- SECURED W/2-PART [L ( EPDXY. MIN. EMBED J Q 8", UNO Q C) FOLLOW ALL MANE. K SPECIFICATIONS FOR < USE AND I = m PREPARATION OF Z W v 0� 4 4 HOLE. -4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE' 3/4"=T-0" IL O Emig STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8"CMU WFsIL/`� ###J ° z SEE SLAB SCHEDULE 1 - "ISOLATED" COLUMN PAD °• CENTERED UNDER WALL AND 00 _ l - POURED MONOLITHICALLY WITH ° - - - • FOUNDATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE lik AND BAR QUAN TY �MBINED EXTERIO MONOMBINED EXTERIO MONO- 10 OOTING AND COL. P ccn •and^=r_ro ex 30" MIN. EACH WAY MONOLITHIC FOOTING c •P p s > P p. . o. FM -- a . 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 o . MATCH AMOUNT OF CONTINUOUS BARS 9 a KWAIWEN CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE NSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE:3/4"=1'-0" AP TOP PLATE A MIN OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS 4' O/C BTM: VERIFY HEIGHT LAP T CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING - PROVIDE BLO NG WALL W/SYP No 2 STUDS SEE PL S FOR E R PLATE TO SLAB W! SPACING. SINGLE BT PLATE 1/ "x DGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED MIN.. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W_ x 3" of -SEE SLAB SCHEDULE of Q TOP OF SLAB ° e EQ. EQ. —SEE SC ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE:3/4"=l'-0" (W/ UPLIFT) 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'=1'-0" f w J W w W = V) O RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=1'-0" FOR NRY SET EV: LAP TOP PLATE A MIN OF48" AND NAIL W/ 16d COMMON NAILS 2-ROWS 4" O/C BTM VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB'W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO rn UPLIFT IS PRESENT. W SEE SLAB SCHEDULE Q TOP OF SLAB —' '•� ' d a 4. a.� EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL $ SCALE: 3/4"=1'-0' (NO UPLIFT) Rewwod for Code 9i Compliance Wniv@F6e) Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 d ,� # 6: i �\ I � SE I4� W K/� rry 161 `y p \� SLTRDIP. 8a L+OT. ; CREEKSIDE r PHASE 2 LOT #15 PROJECT# 043 1.200 015R1 DdODET c 4EBB "1828-CALI" GARAGE SWING:. RIGHT PAGE: DETAILS f k 160 MPH EXP. C STATE OF FLOM Ia MI��q 22 s 2021 HAEL C. ANDERSON AR NO 17305 DA ET 02/26/21 SCALD: 1 /4"= V - 0" SHEET S1eI yy iJ 1J 1 1JLXl 14 1/4" = 11_01 2194 H WY A1A, ISUM INDIA,N HARBOUR BE FLORIDA 32937 PH: 321-802-359 www.abdesigngroup A4:0003325 sr Mw G ;. ,09077 N 6 y � 6 € I y Immommm Aft All �\ e Q OP" 62 A s sm a a a \� kA u 11 ll g, 'iTBDIV 8e Ian: CREEKSIDE PHASE 2 LOT #15 P36 ROJECT# 04321.200 015R1 `AEI:. 4EBB "1828-CALI" GARAGE SITING: RIGHT PAGE: r, 6 DOWEL PLAN 160 MPH EXP. C STATE OF FLOPMA 6 2021 I� � � �' L.. ANDERSON �k NO17305 wwwwww� mummmommmmmm^ Dom," 02/26/21 SC ALM: 1/4"=1`-0°, SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. A d °d: 9 ° d ° N .e d d 'd 4 a d J +' d. CLEAN OUT REQUIRED Of FOR INSPECTION m 00 + e K O l M 0'-0" FIN. FLR. -A < ° TIE ERTICALREBAR TO HORIZONTAL . ° ° e REBAR W/10"HOOK Z_Lu M O U BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 314"=T-0" F Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q ❑_ SPACING REQUIREMENTS o� ll.l m Co J K � 'Z 8" CMU WALL O co 0 M .°. ° - t - � - e . o .. . ° ° e d ' SEE SLAB SCHEDULE EXT. PORCH SLAB - A d- 4" CHAMFER (1-STORY) d W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) Z ° MATCH STEEL g REINFORCEMENT 6" PVC CHASE - PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ,P- ° _ _ . ° < ° -q' TOP OF SLAB d d d '°° LLI > ° ° ° a °q ° 'a d' COO 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PVC CHASE PER SCHEDULE THRU F-OOTING I SCALE. 3/4"=V-0 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30"1 #6 1 36" #7 1 42 ME 8 lail J�o V 0 CMU UNIT DIMENSIONS Qfl ARE NOMINAL SIZES < V;�, 1 16 MASONRY SYMBOLS 3 SCALE:3/4"=1'-0" Reviewed for Code Compliance 29 Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n g r o u p. co m AA 7:0003325 SI3DI : CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL: r 4EBB "1828—CALI" GARAGE SWING: RIGHT l� 1 DETAL-,�-r q 160 MPH EXF. ¢rya STATE OF FLORIDA G k; FEB 262921 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 26 21 SCALE: 1/4"=1'-0" SHEET S 1 e 2 A f,? FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 90d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10AOR LGT2 W/ 10dx 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7 BOTTOM OF LINTELS ARE TOBEPLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9 THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x2 7/8" LONG, WITH WASHER @ 16"O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THEISAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL /T O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER; F.E.S.= FROM EACH SUPPORT, T,O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8k8 — (1)#5 — I N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES LIFT BEAM PLAN SCALE. 1/4" = l'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH: FLORIDA 32937 PH: 321-802-3591 wwva. a bdesi gngroup.com AA t 0003326 Wit`? 5 0 UBDIV i,' nas",IIM . CREEKSIDEaa PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL 4EBB "1828—CALI" GARAGE SWING, RIGHT PAGE: LIFT BEAM PLAN AND 1160 �I NOTES MPH EXP. C STATE OF FLORIDA FEB'2 6 2021 MICHAEL C. ANDERSON AR NO T7305 DATE 02,/2-6/21', rh RWwwedfor Cod� 01CATE:1/4"=1'-0" tComppfiance gnivareal Engineering a Sciences -' EET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/10" HOOK\ 30" TYPICAL #5 BAR IN BOND BEAM CORNER (�_,�REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR BOND #5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�G\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL. HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �\ \� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8"x16" (o QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 0 / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL /REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �k = P65�F�� 8xl6 DBL. BOND TOP Of BEAM W/ (1) *5 BAR BOND BEAM O EACH COURSE • G • C�\� - 8x8 BOND BEAM TOP OF i,_ Q� W/ (1) #5 BAR BOND BEAM r D F=`FILLED W/ GROUT 1 U = UNFILLED GROUT SOLID FROM TOP \� NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. - BEAM COURSE SEE NOTE 5 16-1 T/1 M/ B 8x8PRE-CAST CONCRETE --- Qj5' —ice LINTEL W/ (1) #5 BAR (L2) NOMINAL LENGTH OF BAR = WIDTH OF aP :. MASONRY HEIGHT #OF #5'S, TOP OPENING IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX - 1T/l M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S. BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1 -0" AND XFXX - rnOM10B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT'" " AND XUXX-1T/1MlOB INDICATES AbOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP r, LINTEL OF OPENING AND XUXX- 1T/0M10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL &TAIi Fr PRE -CAST WINDOW SILL E TYPICAL MASONRY WINDOW S1LL CONSTRUCTI^AI 4 I SCALE: 1 1/2'=1 -U" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 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 1-14' 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 1-114" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE_145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16" 18" O C. MAX. MIN 1-14' MIN. 2-12d PER BLK EA. END VCMU EMBEDMENT OSB SHEATHING WALL ARCHWAY. FRAMING DETAIL 5 SINGLE #5 CORNER BAR, 30x30 TURNED UP r. OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR EACH SIDE STEEL REINF. OF F'` O LEVATION BOND.BEAM CHA E CHANGE IN ELEVATION OF BOND BEAM Z 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIv & x.OT 1 CREEKSIDE PHASE 2 LOT #15 PROJECT# i 04321.200 015R1 MODEIz 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS i 160 MPH EYP. C STATE OF ELORIDA g FEB 2 6 2021 MICHAEL C. ANDERSON L AR NO 17305 { PRINT 21 . 0226 DATE: / / SCALE:1/4" V-0" gllle'*4 SM ET Ry"Iciences ngine 'ng S2e IA "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &, PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB 8/8.OB 16-1T/OB 1T/OB 1T/OB 1Tro6 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH �-1T 8/164T 8/20.1T WA -IT 8128-1T 8132-1T W7r 8/16xr 8/2o-2T 8/24-2T 8128-2T 6132-2T 818-1B BfIG-lT1IB 1THB 1T/1B 8-1T/1B -1TNB T-V PRECAST 1436 952 3114 4217 5321 6426 7531 3'-0" PRECAST 689 1024 31$" PRECAST 1569 3524 4394 5263 6132 7001 1569 352A 4394 5263 6132 7001 2M 6113 6385 T708 9031 10000 N-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'4r PRECAST 1363 3080 3816 4670 5325 8079 1363 3060 _ ' 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 4'-0" PRECAST 819 533 1770 2400 3033 36M 4300 4'-0" PRECAST 398 591 4'-6" PRECAST 1207 2582 3376 4043 4711 5379 1625 5743 7547 6752 6541 7585 1207 2707 3375 4043 4711 5379 51-4" PRECAST 931 1247 1999 25W 3123 3686 4249 51A" PRECAST 411 411 5'4" PRECAST 1016 1806 — 2374 29" 3513 4084 1319 4460 7196 7342 5780 6259 1016 2278 _ 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 61-V PRECAST 692 1139 3227 3031 =7 4383 5081 6'-6" PRECAST 410 721 6'-6" PRECAST 05 1201 1678 1955 2332 2709 1139 3227 4598 7064 10000 8825 835 1868 2329 2790 3251 3712 T-0" PRECAST 570 938 2496 2205 2898 3191 3685 T-6" PRECAST 303 534 T-r PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 _ 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 91-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 672 1318 1643 1969 2164 2519 19-6" PRECAST 388 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10'-0" PRECAST 356 468 612 755 699 1042 550 1407 1897 2781 3222 3784 504 1180 14T2 1783 1710 1989 1 V-4w PRECAST 330 544 1312 1742 22M 28M 3630 11'�" PRECAST 132 417 11'-L" PRECAST 430 406 630 653 777 872 544 1312 1742 2252 2668 3552 486 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 567 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1580 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'�" PRECAST 308 303 30 484 576 645 41a 1045 1365 1732 2310 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 3W 978 1272 1606 1950 23� 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-0" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 508 626 748 885 456 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 151-4" PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1672 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 iT-4" PRESTRESSED 187 328 365 451 587 880 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'�F" PRESTRESSED R N*N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-" PRESTRESSED 162 286 348 430 513 595 736 959 1200 1467 1716 168 429 623 803 950 1098 21'�" PRESTRESSED NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-P PRESTRESSED 142 219 308 381 454 527 596 833 1036 1168 1486 142 373 _ 537 690 616 943 22'-0" PRESTRESSED NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 ��-0" PRESTRESSED _ 137 226 290 359 428 497 550 784 992 1203 1381 137 358 513 659 779 goo 24'-0" PRESTRESSED NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance 03 Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT* 04321.200 015R1 MODEL: 4EBB "1828-CALI" 1160 ARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES MPH EXP. C STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO V305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" SHEET LS2e2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW DOORAND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 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 DD NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS END J! WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND WHERE AP ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER !NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE W/2X6 I CHORD II■�■ SS I ITRUSSES A/2X4 IINA BOTTOM CHORD DIA---NJGONAL CK TRUSS BOTTOM gRACINGIBOTTOM - CHORD W/MIN (4) 10d. CHORD BRACING LICABLE NAILS FO EACH)I CHORD C�NNE6TION DISSIMILAR BOTTOM CHORD BRACING ® END FABRICATED W/ A 2x6 BTM: CHORD (MIN) ' TRUSSES W/2X4 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS BOTTOM CHORD WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I 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 DIAGONAL BRACING/BOTTOM CHORD BRACING DISSIMILAR B GIRDER/TRUSS TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD 2x4 SCAB NAILED TO IAGONAL TRUSS BOTTOM CHOR BRACING/BOTTOM W/MIN (4) 10d NAILS CHORD BRACING FOR EACH CHORD CONNECTION TOM CHORD BRACING ® MID RUN mNN E(OUR SCH E.G. I 'I CONTROL PAT a 01/27/200 MiI Y'IS' SIMPSON I i MT¢k LISP sIMPSVN DEG UPLIFT GkAVDV DES, UPLIFT GRAVOY FAETfNW I FASTENER XTA 1518 161E META.16. 143E (WI N X 1112'•. 1.PLY,(]) FBI 2-PLY.f RIUV (9)10dx11/2" I.PLY,(6) IW 2 PLY, 6MefD4" 12)HTA lFlµ 263E (D,,ETA.16 198E (2)10dx 11/2"1-PLY)EMBED4" (10)10a v11/2"1-RV,fMBEllq" HTA 16 182E HUA-16 181E (10)ITS X 11/2", TS) j6d2-PLY, EMSEDP' (9)FEE x 11/2']-PLY, 13) 16d 2-PLY, EMFED4" XTA 2U ]81D HETAN 10 ]0tl 1 ] 2 8 1 2 PLY EMBED4 ( ) / 1 1 9 10tl 1 ] 2 ] PLY 8 1G 2 PLY EMBED4' (1 / 1 ) Izl ETA 20 J4M1L 121 HETa zD 203E 12 I➢tl l l d l PL EMBED4 I 1 / 10 INS 11 2 1 PL EMBED4 1 1 / 2s0U 101fitl2 PLY EMBED'd (12) ]6tl 2 PtV EhIBED4 DUST 1655 UBI 188E BLR(5)IMIA W d, B X A M1 WOUBD6)I0d (]) 1/4 2D4 TITEV W0UDI16116I WG1-3 BEER LGi35D525 IBM CONC(413/8%SWntl®¢HoRM1An[AaMW000(]2)W525 (12150S1,4"TO GIRDER M)3/8x5T"EN HDfOWALL DHTA-20 2430 DETAL 20 248E IT6)'IN xI1/2, 1 PLYIALTERNATf USE OF I2) HTA 2oACCEVI'AHLF (ID-10d x11/2, 1 PLVALTERNATE USE OF121 HETA-20ACCEPTABIE NAURU ♦ RE" MGTM1 DRAB 11151WA.T X IN H IGH GI RUNS FH EPDXYIMIN. 12" EMBED), 122) IRS TO WOOD) (1)5/8"A:f.II. IN H IGH STRENGTH f PO%Y(MIN -12"PMBE01,(22)1 TO WOOD) HUGT2+ 9575 HGL2-. 1065E WOOD 18)104 MASON BY(2) 3/4"ATR ' (2)3/4A.T.R. IN HIGH STRENGTH EPO%Y(MIN 12"EMBED),(16)1 TOwoODI HUGr3M1 986E - HCT-3M1 ]W90 WOOD B R.E.MASONRY 2 Ell IT (II1 / 2 34 A F.Ii. IN H IGH 5 UtE NOT H EPO%V `HN 32"EMDED 161 1 I / 1 Ll I tO WVVU LPTA 151E PA US LTD WA IT ]4]O PERPENDICJLARTU WALL L1A2 121E PARALLELTO.U. 121CPERPENUICJLARTO WA,1 (]OI1Dtl S1 ]/T' (]O 1Dtl a]Vj" Musrls 394s vGI 494D 8"ATR. IN HIGH STRENGTH EPDXYMN.12"FM BED 4 US TOP 6 IN FACE121M 8lCX OFTRU55 p)s/ I 1•(1 /f1 /( I 15 AIM,IN. HIGH SYIiENGFMEPDXY MIN.12"EM8E0165 21 /flI Lf 1 ]4'x3" / HUG( 952E (2)UGT 7185 (2) S/3' A TR IN HIGH STRENGTH fPO%Y IMIN. 12"EM BED),(8)Did '(2)518'• A. T.R. IN HIGH STRENGTH EPDXY (MIN ISEMBED), (32) EGJ 114"x3" MI 96S MTS12 99D (141 IN X 11/2",(14)1W 114)IM X 1112E HTWlb FROG IT146 1310 (16) IBa Y l in":(16) IN (16)1.XIV2' FTW 20 1355 ITS-20 1310 (24)1&1 X11/2".(2m{W ua)1M XI3/T' FFW 24 135E IT5:24 13m (241 INxl 1/2•, DS)1N (2a)TON x11R" DATA I2H 93D LSTAUB BY 92s (1D)1W T.)1W ¢TA18. 1231 BIA ]Hw 1115 T,N)IW (IS)1M MSTA-lgti 133E 1315 (14)1W (14)INS MSTA-BI- 164E MSTA24r 164E 118)IN, (18)1W y� MSTA-30T+ 2165 MSTA-30. ILL. 122)1W (22)IW MSTA-EI INS MSTA-36M1M1 205E 126)10! (2G)1W XSTI236 2765 MST I-36 PRMN 136)SOtl.11/2". (BE)IRS .1It, " FLOSS. SIC, MST I.48 501E (4.)IN X 11/2'• (48)BOB X11/2 LRA6 980 H6 105E (16)Ed x]](1'.{168a (W Btl TO PENES, RP.1 1101 ILAW SILL 825 Pn H2.i (61.104 TCl STODS (61]�1 TO PIATE (6)LOB xl 1/2'•TOSTUDS M134 5251N F10160% AM 430 (4)8d x11/2"TO BEAM, 1 MS1 VY'TOPOST j41 Ed III/2'TO B EAM,(4) Btl x 11/2'TOPCST. HE. NER HCP2 s9U (10)IN. 1112" TO TRUSS,(1F) 1D] X 11/2 'TO ➢)ATE (12)10o N 1112E ITT. Iwo H10A 104E (9)IN 111/2"iO TRUSS, (8)]W X 1112 TO PLATE (18)ISE Xv/2^ MUG I15 XPHUW 4115 VGT8 HDu0 494U (28)US TOTRUSS, (141 WS3 WOOD SCREWS TO POST W/5/8"THREADED ROD FIT BPS 1/4"x3" TO WOOD, (I01-SDS 1/4'x21/2'W/THREADED K D, J2) MUTS, LASH ER/2 PLY' ,. 1175 YGi8 SILOS 494U 128)SOPOTUSS1WSMUGPHC4A (6) EoGl/4'NR'TOW000,(3)-3/4"STUD 30LTSW/THREADED D(21NU WASYEW2PL 253E 62Ys AdU42 230E J]A i_ RNPA144 f (])S/8'TMIGi iNGTH EPD%y.(MIN ]"EMBED) I4(➢NC.(12)16tl TOWC00 (1)5/8"Ai. R.INNIGX STRfNGTHEPU%V (MIN.)"kMBEo. IN GONE ,U2)]titl'UWOOD PAJ66 2455 1.0. ABU 66Z 219E 18205 (1)5/8' A T.R. IN HIGH STRENGTH EPDXY, (MIN.]" EMBED) IN CONC,(12)16E TO WOOD (])5/8"A.T.R; IN HIGH STRENGTH EPDX[(MIN. 2" EMBED) IN CO4:.,(12)16J T WOOD L1519 M1M1M1 120.E UT19-F 131E (1)Bl.-A.TU.IN HIG STRENGTH EHOW, (MILE 2" EMBED) IN CONC.,(R)IOO TO WOOD (1)3/4'AT.R. IN HIGH STRENGTH EPDXY, (MIN. 2" EMBED.) IN GONE, 811W TO WWD LT52DBv[[ 110D Ll... .. 1503 11)3/4-ATR. IN HIGH STRENGTH EPDXY, IMIN. TEMBED) IN GOES,(10)10E Y 1-112 TO MOD (1)1/2ATEL IN HIGH STRENGTH EPDXY, (MIN] EMBED) IN GOES 110) 1W 7 WOOD H145 416D H74 445E (1)4/0'ATR.INHIGX TRFNCiIHEVOXY(MIN ]"EMBED)INCONC,(18)IMX21/2" (1)5/B AT R.IN HIGH STRENGTH EPUXYIMIN / TWHE INCONC 126)16H%. 1/2' HTT45 .SLOE HITS SUS. U118"AT.R.INHIGXSTRENGTH EPDXY(MINTEMBED)I NCONC.,D6)1Gd XGI/G' (1)5/RATµ. IN HIGH STRENGTH EPU%YIMIN. T' EMBED) IN COIL OOMPI% V2- UYHD11f 143Y5 HXDp]b5D5 25M1: 11310. (11A.T.R.INXIGHS STRENGTH fPO%Y,(MIN.Io'FMBEDIINCONC„$41WS3WOODSCRFWS (1)I"A.T.R. IN HOF STRENGTH EPO%Y,(MIN.10".EMBED.) IN CON, 1241 SEAT"xGHWOODSIREWS PFUSA 6121 EDIT 11,45 R EMBENINCONC I,NWUULSCREWT O,(MIN.}^ (2)7/9"A.8 IN HIGH STRENGTH EPDXY,(MD ?" EMBED) INCON ,33/LEST DBULTSTDWOOU ` TDB 4E 7AI11/7BRFi ,(MINT ENGEMBED) I.NCONC(3)]/S' STUD POLTSTOWOOD NFM35%Pu 21. 213E MgHA B6/1125 3175 533E (lA l/%"1-BOLTWMI pypIAIWTSLEEVEA0I b"EMBED®NOT LESS iNAN 4"FROM ECGEOFCONOW/3/4' DIAIIWRAMSET/REDHEAD NOR ORfO W/MINS EMBfDINSTALLED IN FACE.(14)10d AT301ST (1)3/4"A.T. R. IN HIGH STRENGTH EPDXY,(MIN. III EMOEDMIM) EPDXY, IMIN. 625EEMBEDMENT) INC. M.J.EACEU8lCCTOBEAM NCMJ.T P,(])3/4 ATR NHIGHSTRENGFH XJ53321F 361E 2730(100%) FEB." W00D 3g35 z63s U0D%I (1D))9d TOHfADER, I#D1Fd TOWWD (10)16tl TO MfA0ER, 110)]6ETU WOUD 332s 112111 3220(]25%) HU41011 (CMU) 195D BEER HL 0 )CMU) 180E q5 D] Iis) 3"Ws3s WVU9 N'SP 120)3/16"'TAPPERM1, REws, (lD)loa To IIDIM iO WOOD (lB)1/4x23/4.. TITfN(9 PER FLANGE) TOCMLIIU) 2W )OWNED HU210-21F (CMU) 195D 30. NICEIO2 (EMU 1 18W 41. T d"°Sa ws35,REws. 'N000 L1.5P I2D 3/16"'TAPVE I'D lmm RM1, (10f1Mi0WOOD (18)1/4'x23/4'iITlN (9 PER `IXNGE)TOTM`F1G)lCoTOAXUXC H 021E-31F CMU) 229E AN. HUf'RI (I NJ I.B. q5� ITS)1//'""%3""WS3 WOOD RGPD013/16 flEWS,(1D)]M10 T IIlE0),LW)1MTOW1bD (18)1/4d2-1/4"TITEN(9PFRFIANGE iOCMU.UO)]MiOW000: _ LGLIM262 2125 606E USUM26-2S 143E $S95 1413/®°b4 Wetlg¢.-6tl (i Ae'[Rors.WOJD(L)W53 WL1W SCREWS 14)SIR x 4TITEN HD ANCHORS (2 PER FLANGE). IO `MU(4) 1/4X) /2 So55C11 WSTOWOOD f 2X4 BLOCKING BETWEEN TRUSSES24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS& SECURE TO BM: W/ SIMPSON LTA2 USED TO m uo BRACE TOP OF WALL. m m JL CJ1 11 II--�--m- I. HEJ7 u II 1i-1 I-�11��11�111�11�11 II CJ1 CJ3 1C I u 11 II II u u u n u n n p = CJ3 II I ' I II II II II II II II II II II II ATTACH 4'-0" LONG 2x SCAB TO r` " O.C. CJ5 = II n I H TRUSS W/ 10d NAILS @ 6II II II II II CJ5 (4" FROM EA. END) 1; a U 0 I- O I F- 09 m O � N 0 LL U Z Z U 0 Q 0 m o 0 C-) 0 U O 09 CIO 0 O LL @ 1A z 3.1 z 0 U Q Q m �N LL 0 U -r--r r A14G I I 6 I I Al a u II ) PRE-FABRIf:A ROCIF TRUSSES 24• 0 . MAX -____- ---- - ---- -- " =t AlA i I t I ' u i I I ! I I I I I I J ATTIC I ° ACCESS _ a I I I 3.1 A3 - 1A I I 3.1 I GT - ASGE UkTAN FRAMING PLAN SCALE: 1/4" = 1,-0" Ik-Am W-Al 3. /lA Reviewed for Code bw Universal Compliance Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & 1.0T.o CREEKSIDE PHASE 2 4� LOT #15 PROJECT# 04321.20E 015R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: I FRAMING PLAN ryy IL"1 160 MPH EXP. C STATE OF FLORIDA S f 43 .z EB 2 6 2021 xhh MICHAEL C. ANDERSON AR NO T7305 PRAN 26 IY DATE: 02 21 / / SCAT :1/4"=1' O" SHEET IS 3 %-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 Z" NAILS TO TRUSS 3-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 z" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 Z' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED WI 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM ---- ::/ PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6". 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" irNi O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TOACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SQA` NOTCH DEPTH 1/4*D O HOLE EDGE >5/8" HOLE DIAMETER < 2/5"D SGL..STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE'>5/8" 01111, BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1(2"=11-0" ENGINEERED WOOD T USSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEN SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x4", (9) 10d x 1 2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e" x 5" TITEN HD TO CMU AND (12) SOS ` �'"x 2?' TO GIRDER B-(1) SIMPSON PGTR GIRDER TIEDOWN WITH (2) Z' x 5" TITEN HD TO CMU AND,(18) SOS 4" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECT URAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/16 GALV. COMMONILS NA (2)'q" x 5"TITEN HD TO CMU AND (18) SDS "" x 3" 1x2 SECURED 1 MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A LLOWABLE UPLIFT= 3285 LBS (2 OR 3 PLY) B A LOWABLE UPLIFT = 4725 LBS (2 PLY MIND OALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE:3/4"=1'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (WOR 10'_0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1 /4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL It I TITEN2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE. 3/4"=V-0" 1X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM: CHORD OF WOOD ROOF TRUSSES 1X4BTM. CHORD BRACING 6-0" O/C SEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 U-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP.BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAL - BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'4TO 30-0' (1) X BRACE 30'-l" TO 60'-0 (3) X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-0 O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX —CONT. 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SQALE:3/4"-''-0" 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 (171 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1: AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS®viewed for Code SCALE: 3/4"=1'-0" Compliance Universal Engineering Sciences SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #15k PROJECT# 04321.200 015M1 MODEL: 4EBB "1828—CALI" JA GARAGE SWING: 1 RIGHT PAGE: () i DETAILS ( 160 MPH EXP. C FEFDA i t; ON DATE:02/26/21 SCALE:1/4"=1' 0" SHEET S3. �i ;1 PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.G. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX 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 SGALL: 3.14"=1'-0" Revleweo 10r Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. .Be LOT: CREEKSIDE PHASE 2 LOT #15 PROJECT# 04321.200 015R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'— 0" SHEET s3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) - TRUSS (DIAL. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) X- BRACE PRE-ENG GABLE TRUSS — (1) W' BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING r FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x SUB-B L CONNECTION PER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W1(3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSESi@ 24" O/C, lx2 SECURED 'W110d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED Wl (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L W/HIP RETURN SCALE 374"=1'-0" VTCR SPACING (1) AT EN Awn R'-n" n IDE VIEW- PRE-ENGINEER�� VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH': 321-8023591 www.abdesigngroup.com AA #: 0003325 ' x P yON N CREEKSIDE PHASE 2 LOT #15 r, PROJECT# 04321.200 015R1 70L: 4EBB "1828-CALI" GARAGE SWING. RIGHT PAGE: DETAILS 160 MPH EXP. C FTATEFFLORIDA SON PRINT �126 )ATE: 02 / / SCALE: 1/4"=1'-0" Reviewed for Cods Comppliance Universal Engineedn 8 SHEET Sciences S 3. IC GABLE END "A" GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M N'AXIMUM AGGREGATE SIZE SHALL BE 3/4". ST UCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR:WEATHER NON -BEARING WOOD WAI ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4"'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS'. FBC R 2020, 7th EDITION ALL WOOD FOR BEAMS, E ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS; SILLS, ETC., FOR -STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY 1,400,000 PI COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATED. PRI SHALL BE RATED TO.RET ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHE V O 0 V SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND. BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS; WALLS, REASON SHALL BE RATE[ April 19, 2021 -. O EX EPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DI: V 00 O V MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN 1M _ V 0 0 V ALL, DIMENSIONS AND CONDITIONS Planning & Development Services O DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FB _ Building & Code Regulation Division /', 7 /2E 1( 1 2R 2R /'� 1[ 1 2E TO II HE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKIN 2300 Virginia Ave. �/ \J OF ITHE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE: NOT CONSIDERED TO BE STRUCTURAL. DEPENDING q^ 'A" "� ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME. OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. Fort Pierce, Fl. 34982 '.. THE: STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 772 462-2172 ) V - O O V IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE. ERECTION PROCEDURES AND UNTREATEDWOOD SHALT O 0 O V SE UENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS V 0 OO V DU LNG ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, ORTIE-DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN. ACCORDANCE WITH THE TRUSSES: RE: Permit # V 0O TEMPORARY.BRACING GUYS ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE. SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL ..WOOD D.R. Horton Homes V O O O 7 V THEL CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FA Creekside Lot 15 0 V 19 0 O0 ', V REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS .STRESS -GRADE LUMBER SEALED BY A PROFESSIC Response Letter 0O O V DOS V DOINOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: C�00 0000 V 19 1 0 0 0 `P II V 19 0 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE... FOUND:. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 CONNECTORS PLATES SH) MEETING THE REQUIREMI '.. For the above listed project, the plans indicate 7/16" roof sheathing on sheet SN1. V 2R O 0 2R V GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE This is an error on the plans. The Correct callout shall be 19/32" sheathing thickness and O O >P DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS DESIGN, FABRICATE ANC V 0 0 0 O V 0 � ''CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL' ' the COrIOet reference for vYirid pTOSSUreS is ASCE 7-16 reference. 0 2R 2R BARS N0. UNSCHEDULED FIELD LAPS ARE SUBJECTT0 ENGINEER'S COMMENTARY AND RECC 3 O 000 ROOF. LIVE LOAD FLOOR: .LIVE LOAD 40 psf BDAIIRLED WOOD TRUSSES. V 000 0O O0 V 20psfTOPCHORD-non-concurrent TYR MINANDVERICAL SHALL BEADS FOLL LLOWS: OWS:R #6 BAR V OD 000 00 O V 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42 TRUSS MANUFACTURER 10,O PROVIDE 36" x 36". CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSE'. V 00 V O DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGH 15 psf TOP CHORD 20 psf TOP CHORD V V V V V V V V 3 ¢ (7 psf w/ (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS.SHA ¢. 3 V V V V V 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH "1 DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR. BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUE °�� „ A �r HIP ROOF Q � BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO C( ROOF WIND DESIGN PRESSURES STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY Ip I� INTO INTERSECTING WALLS AND HOOK AT ENDS: STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASII - NET (GROSS) ASCE 7-16 ZON:E 1 = 52.70 PSF (62,70) ZONE 3 = 60.50 PSF (70.50) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT.CUT.OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS &ALL TR AFFECT THE STRUCTURA - - ZONE 2e = 60.50 PSF (70.50) '... ZONE 3e = 69.80 PSF (79.80) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED. WITH FIXED STAIRS:. 30psf, BALCONIES (EXTERIOR) - WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER I ZONE 2n = 69.80 PSF 79.80 . ( ) ZONE 3r = 83.80 PSF (93.80) AND DECKS: 40psf, GUARDS AND. HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SI - ZONE 2r - 69.80PSF (79.80) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf,SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPON ' A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH 40psf THE MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL Should you have any questions, please feel free to contact me. EXPOSURE CATEGORY. C ( SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402 BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS RISK CATAGORY: II V SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE CONSTRUCTION SCHEDU Sincerely, APPLICABLE INTERNAL ;' OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROVIDED BY THE TRUS. - PRESSURE COEFFICIENT: +/- 0.18 _ _ _ COMPLIANCE WITH THE CONTRACT DOCUMENTS A5 TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTUI ' GS AWINGS ALLBE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. WITH MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fin = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED: LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE. OF THE DELEGATED TRU; AND CLADDING - I ROOF DIAPHRAGM 0 R OF/ WALL/ FLOOR DRAWINALL DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED='kHOP DRAWINGS IN THE FChI••?M SUBMITTED R T R SS CC ALL TRUSS TO TRUSS CO, FOR ASPHALT SHINGLE ROOF, USE MIN 7i64' STRUCTURAL OF1 REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE. PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH SHEATHING EXP 1(24/16) or 15132".STRUCTURAL SHEATHING EXP 1 SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS (32/18), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" STRUCTURAL 1 (32/16) .(SEE TABLE FOR FIELD AND C FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/.A SLUMP OF 8" TO 10". USE ONLY MECHANICAL. VIBRATION TO CONSOLIDATE GROUT. - - EDGE SPACING) SEE DIETAILXP L Michael C. Anderson ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN 11 FOUNDATIOW SITE PREPARATION: "M" "S" Florida Architect #AR17305 NAILS@ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 psf FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE p TI AND MIXED AS OUTLINED UNDER ASTM C 270 HORIZONTAL AND VERTICAL MORTAR JOINTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2.3/$" 0.113 170.000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, 2 3/8" 0.113 PNEUMATIC RSRS RSRS-01 SCREW -NAILS PRO OR ONED - - ; EX AVATI MONS 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 - DIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557..:TREAT ALL CELLS TO BE FILLED. SO L FOR TERMITE PROTECTION. - - FILL CIVIL CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDiOR VERTICAL 2194 Hwy ALA, Suite 301 Indian Harbour Beach, FL32937 • Phone: (321) 802-3591 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. www.abdesigngroup.com. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE - O-TECHNICAL ENGINEER'S REQUIREMENTS. SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO (4B BAR DIAMETERS).,U.N.O. �. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTI FICATION THAT THE u EXTERIOR SHEATHING - MIIpIMUM DESIGN BEARING CAPACITY; AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL:. USE 1/2" CDX OR 7/16" O.S-B. PLY WITH 8d RING SHANK GUN NAILS AT ' BE�MADE BY THE GEO TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP ?4 RAFTER OR TRUSS ' SHEATHING SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL. FOR BUILDINGS, CONCRETE. 71J3B3:)r . a6 LOT` <,:e BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF - 9TH EDITION,. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM It CONCRETE SHALL ACHIEVE MINIMUM.28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM �- CREEKSIDE,.: (INSTALLED PER MANUF. SPECS.) SEE DETAIL '. A500/A500M,GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTMA53lA53M, GRADE B, TYPE E OR S, Fy = 2 500 PSI REGULAR WEIGHT FOR FOOTINGS, AND. SLAB -ON -GRADE 35 ksi TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP - ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r.' 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD v U CO z W Z O o LU Ur W `1 Z C? =O rn CD m 8d RING SHANK GUN NAILS a@ 4" O.C. TOP &BOTTOM EDGE (Jd N Q z uJ 0 w Y@ z 2 U u1 O z V IY u V) U) Lu U 0 U) Y L 0 Lj w0 N (D c VTYP. EXT. SHEATHING ATTACHMENT 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB: z MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL LOT # 15 CONTRACTOR SHALL SUBMIT PROPOSED OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS VVITH WASHERS UNDER THE TURNED ELEMENT, BOLTS CONCRETE PLACEMENT. CONCRETE, SLUMP SHALL NOT EXCEED 5" +1- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. 0 PRAOQJECT+ m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL 04321.200 015 Rl ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN _ WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON - - MODEL: BUILDING LENGTH THERE ISA DELAY,IN SUCH YHAT ABATCH 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 E BB ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE. 711828- CALI" AND ENDWALL BRACING FOR GABLE END FRAMING L REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: SWING: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):GARAGE. NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED B '. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: - rlt TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-VT FOR #5 AND SMALLER IO H 1 RIGHT 16"O C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP Z' FOR #6 AND LARGER BLOCKING @ 16" O.C.' FLRST 4 BAYS W/ (2)12d NAILS EA. C. FOR CONCRETE NOT EXPOSED TO WEATHER SAG' E: END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE : : 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS s?F C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING I HIND AI IAGHMLNI FUK5IKUL,IUKALKUUt- #8 2" DECK SCREWS @ 6'-&'O.C. MAX @ ERGES & 12" O.C. MQX IN FIELD. UNTFIREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE I TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT G CASE @"LONG. ENED COIL 8" O/C GARAGE OR BUCK DID. TAPCON MASONRY 11/2"EMBED .. 4"END DIST ., MASONRYRCONING NAILIR TO MA ONRY CONIC NO1W ASHER FASTENER B O/C 1 1/2" EDGE DIST. SGD. AL'. EXT. DOORS CASE HARDENED COIL 9"b/C WINDOW/DOOR) FASTENED GARAGE DOOR BUCK 3/8" DIA. OR 16" O/C (112" DIA) 4" EMBED., 4" END DIST., 1x PT SEE NOTE 6 NAIL 1 1/2° LONG. STAGGERED INTO MASONRY/GONG TO MASONRY/CONC 112" DIA. EXPANSION BOLT 24" O/C ITS" DIA) 3" EDGE DIST w/ WASHER WINDOW BUCK CASE HARDIENEDCOIL 91O/C WINDOWIDOOR/ FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1 x.PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC' REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. "TAPCCN' 1 112" EMBED, 8" END. NON -BEARING WOOD 1/2"" EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER 18^ O!C DIST, 1 V2" EDGE DIST. WALL TO. CONIC. SLAB W/ WASHER BOLT 2q" O/C DIST_ 3" EDGE DIST. 2x PT WINDOW BUCK 0 138- RAF x 2 V&' 9" O/C 4" END. DIST., 1 112' PT TO. STEEL COL., SEE WIWASHER STAGGERED EDGE DIST. NOTES NOTES _ n. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO. FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4: PAF SHALL BEHILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED. HEREIN 5. FASTENER SPACING FOR THE BUCKS. SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6 WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH AWOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. Compliance -- tu Universal Engineering Sciences DETAILS 160 MPH EXP, 16" STATE OF FLOR A LMICHEB262021 AEL C. ANDERSON 1=v AR NO 173PRINT 05 DATE: 02 /2 6/21 SCALE: 1/4"=11 0' SHEET �I