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HomeMy WebLinkAboutBuilding Plans9 9 11 , 0 a -7 r 0 2 8 Z M_ CA _A _j _d-L .... ..ten.. dv ! s`&0.17 �9a a,�-7092 Fax: (321) e ._ STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: L. DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092. FAX: (321) 733-7972 r STATE OF FLORIDA PROFESSIONAL ARCHITECT: MI C HAE L C. AND E R S 0 N AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 7 r7 r� ..Tel: (321) 802-3591 DESIGN CRITERIA: ABBREVIATIONS REVISIONS -nmoA BUHDING ^ODE RESIDENTIAL, y�iH EDM! ON (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 - CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE'' —.0 -1-STORY RESIDENCE -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING - LUM. LUMINOUS A➢L ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE.. MFR. MANUFACTURER AMP. : AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR G.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT CARPET P.B. PUSH BUTTON C.T.CERAMIC TILE PH, PHONE. D. DRYER PLT. PLATE DBL. DOUBLE PLYWD PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER. DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR DOOR REP. REFRIGERATOR D S DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G /FX . FIXED GLASS SIM. SIMILAR E.G.FUEL GAS SL. SLIDING FIN FTNISH SL. GL. SLIDING GLASS FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR.DR.' FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP GARBAGE DISPOSAL T.O.C.. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P., TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL DATE DESCRIPTION C.D'S ISSUED 2011 FBC UPDATE 0 26/18 0145/18 01N6n5 CD'sRE-ISSUED 02/21N8 _ _ SIDING ELEVATIONS ADDED m3a6N5 _ CD'S RE ISSUED 0445118 FOOTING REVISION PER M. BOWES 06/21/18 CD'S RE -ISSUED __-..-... _.. _.. 02n9N9 - ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/2WS WISED LNTEL SITE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE 1N GARAGE PER WILL BATSON (M LB 'g-g� SQ•FT• C. S 04/24/19 REVISED HVAC VOLUMES ON 5GFT CALC SCHEDULE (MELB.J LIVNG 1916 SQ. FT. GARAGE 430 sQ. Ft. ENTRY 16 SQ. FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT. ' A/C VOLUME 164�'1.6 CU. FT. ,,< 06N2/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) 06/11/19 ADDED LED LIGHTS 9 KITCHEN t BATH PER MARK BOWES 0149/19 ADDED STONE OPTION ELEVATION C t D (TAMPA) OWII/19 ELEVATION V SIDING -ADDED LOUVER ® GABLE ROOF ionW19 ADDED OPT. 8'-O' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 WISE ENKAVENT RADON PLAN DIMENSIONS 04/09/20 OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER 04/09R0 OPT.6-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 — ADDED ELEVATIONS V t 'M' (ORL) - - , .. . rqfwj Rev1 .La vu e: Compliance Universal Englneerim Sciences INDEX OF DRAWINGS ARCHITECTURAL SHEET ## DESCRIPTION` PIG Cl-COVER SHEET PIG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING,,, PLAN PG M1-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEui1 LY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION e GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED 01n5/10 ADDED ELEVATIONS MG - MH - ORL _ __ _ _____ ' H.B. HOSE BIB OTHERWISE _ PG Sl—FOUNDAT rd H.C. HOLLOW CORE V.P. VAPOR PROOF 01/01/21 2020 FBC UPDATE NT HDR HEADER W WASHER ---- ---._. PG S1.1A-DETAII DRAWING /CONTRACT DOCUME REVIEW BY BUILDER THE BUILDER` ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. s i, INSUL. HT ` HEIGHT Wi 1NSUL. INSULATION WD. INT. INTERIOR WDW W/H WITH WOOD WINDOW WATER HEATER GxrIRON _.____. ____ _____ PG PG __ __ _ __-_----_.__._ PG 1 - --PG SL2—DOWEL S2-LI DETAIL S2—LIFT BEE? S2.1A-DETAI] �L !- IF ANY ASPECT OF THE CONSTRUCTION (AS { PG PG S2.2A-SAFE S3—FRAMING _ DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR A14D 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. PG S3.1A-DETAI] --- PG S3.1B-DETAI. PG S3.1C DETAI: PG SNI-DETAILS IN PLAN LAN PLAN AND NOTES DAD TABLES iLAN I, i 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 70]R432t.20'0/088R1 V. & LOT: EKSIDE ASE 2 T #88� - 4EF "i Orin'. LEFT C 2 + 2021 IANDERSON AR NO 17305 PRINT DATE: 02/2F/21 SCALE: 1/4"=f -011 SHEET C1 II® GENERAL NOTES SREWORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENT AL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN: REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS ANC 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 UND ER 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: 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 B FINISH GRADES, PLANTING AND IRRIGATION. C SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHAL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE' WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D, TRUSS PLATE INSTITUTE: ARCHITECT. 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 TOW RK I 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 Yz THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE, FOOTING: F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. u 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 OMISSION 1N THE ORD 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 ND/ BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILIN PER CHAPTER 6- WALL CONSTRUCTION AN TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 4. NOTCHING OR C 'TYING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TEC NIQ ES, 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 SHEATHIN I SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM,DIMEN ION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREASHALL'BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3 - 0 BEYOND NEW FOOTING LINE: CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PUINBINti 9 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY TINES HALL 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. RE REQ UIREMENTS, 2. WATER SUPPLY LINESSHALL BE CPVC R P 0 U ONORPEX A D POLYETHYLENE) OLYETHYLENE WITHF1960 FITTINGS. TO 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH''/z' AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/El' GINEER 10. CONTRACTOR IS VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS HALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS HALL 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 A. ENGINEERED FOR MIN. WIND LOAD; LISTED ON COVER SHEET DRAWING. 9. THE PLUMBER IS 0 DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL RINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE PURPOSES SHALL NOT B PERMITTED. OTHER OPENINGS BETWEEN H GARAGE AND RESIDENCE SHALL BE EQUIPPED E WITH T APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE � C C E OF COMPLIANCE SHALL BE ISSUED TO THE SU THE WALLS FOR COMPONENTS AND CLADDING G LOADS ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 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 ElCIERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING T14E AGRICULTURE AND CONSUMER SERVICES." 1 WHEN PLASTERIN G 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" MINRIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR POR LAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH STM-C1063-19a &ASTM 7. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE B NOT LATH ACCES 9a & R 3: LATH & ACCESOR ES PER ASTM-C-1063-19a & R7037.1 ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ALL CO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO B " L" FLAS FLASTUSHING ING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. PIPE PENETRATIONREEET DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS CASING DEAD 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 INSTALLEDL PER ASTM-Cl063 -19a AND R703.7 FME RESISTANT CONSTRUCTION UNDER STAIR PR TECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILINS TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION 0MRVATM CONSTRUCTION OBSER ATION SERVICES/CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PR JECT. IT IS UNDERSTOOD AND GREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CON RACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OB ERVATION. Nommomm Reviewed for Code veCompliance Unirsal Ere CONTROL DATE: 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN' HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 mowpPm �i t IN tn Z a M Z ti 'o IC a wa I i, I s SVBDIV. de LAY: CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: d 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 60 MPH EXP. ARCHITECT STATE OF FLORIy eA FEB' 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT A02 26 21 DTE• SCALD: 1/4 er_1'_0 SKEET G FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R3023k4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION MC. R302.10.1 THROUGH F15C R302.105 �oQ, d r 4 10 _O11 121-411 I'-4� 7 -41 4 <t 12' S° -- 1- -- A-- 2�' O 11 3 _4" 16' 0, I Im'_01r - — I-- I — — 10'-4' — - COVEM0 I ro LANAI ❑T C2) 3052-SH EGRESS I © 6068 S.G.D. I ❑5 (2) 3052-SH - -' DINING ROOM n BEDROOM #1 ROOM $ 2X8-011 v 4- 1 I'-Im"I I � V. Y,v C. N ----------- V.". 8.8 b36 I SHWR PAN � V. C. < 1 i'IOPT.I W/ ENCL _ _ J ---- e U1 �' i i CFI r -SH 1R-1SN SINK 024 2'-8" ii 3'-0"1 - - 61 = rr---- KnUA m 11 — — — — — 11 ' LA V-61 ma 1- _ �' -g - - 1� II B 2 _4 LL----J 6 -8 cv b36 RANGE PAN. °) e 1fF-� ry•� BED OOM#4J I ""-O �� ARCHv LL----J 0 ry 3-sH 01 n V.I IC' Q V 8 d) d) 8" -®° -' ' I cD T � g 4 3'_4 31_6" 2 8 0 �`� 01L11 (` I I V I 0l'7 © ry.� B mui `;� i I ❑3 rR A i' a i i m BEDROOM #3 = I I 1 �\ ,�.� 8-8 CLG m / /\ I I ry T. 3'-S" 6'-8" 3'-4' WH. 0 - 227x54" 1 v ryq� I ATTIC L ACCESS I -- OND II ® WC. ° I I _S1ILAV. B BOLLARD Q I I Al UI >: a) AS REQ. m I I ry BATH #2 m _ I r PER BLDG. I I V-8' CL& CODE - — GARAGE C. ?a 8'-8'CLG V.--- 2'--4-7r YER 8�8' CL& 3068 W Co BEDROOM #2 36 XI2' ��` 131) �!i I❑ a Im 0 TRANS. rim , E� 1/2" S I/2" 3 5 ENTRY 8 -8 CLG. m v I () 3052-SHE 0 me 0 m M 4' mum FLOOR PLAN SCALE: 114' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS- - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO SUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES, -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENING Ovi=RHANG SEPARATION U-VALUE BHGC 1 1 1 4'-10' 0'-4' 32 25 21 1 1'-0' 4'-8' 35 ]9 3 I'-0' 0'-9' 35 79 41 1 I'-0' 0'-9' 35 79 5 1'-0. 0'-9' 35 79 9'-0. I'-4' A3 32 1'-0' 0'-9' 35 39 g 1'-0. 0'-9' 35 29 SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI IN& SQ. FT_ 430 SQ. FT. I6 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 164-T-Tb CU. FT. Reviewed for Lode Compliance Universal Engineering Science=, COMPOMW AND CLADDW WIND LOADS BASIC WID E7POSUIE FOR 3 SE00111D GUSTS OPEWM AND TYPE BMW E FOOTAGE ZONE 1e0 IPH WID MU RBOM MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING DR MIN. CRITERIA 18 5 33/-43 S.G.D. MIN. 41 5 31/-3e CRITERIA solo O.H.D. 56 5 29.1/-3"13 12'x12' SOFFIT 1 5 313/-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 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE: OVGU21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. i ARCH DTL. B SCALE: 1/2 = 1'-0' I DBL. TOP PLATE BAR DETAIL A SCALE:I/2"=I'-0' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #88 PROJECTyj: 04321.200 098R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHFFECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rscirl r 02 26 21 DATE: SCALE: SHEET I� i EQJAL TO CONTROL JOINT HGT_� I � V n FYPON LV12X24 EQ EQ. OR EQUIVALENT I r��442��ff 12 J 4 6 A WAI I s WAI S -8" 5R.G. HGT. --- A OPT. COACH LIGHT 71 0'-0" FIN. FL-R. EQUAL 1,ITROL JOINT (TYP.) SHINGLE ROOF FYPON 5KTIIXI7 OR EQUIVALENT Lv�►���� m ro ■w��r� IIII■■ ■■IIII - DECORATIVE ■■ ■■ '' . - IIII ■■ ■■ IIIC . - _, - . . FRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 Io6 12 6� IIE A3 S'-8' BRCS- HGT. _--- — - — - — - -- OFF RIDGE T 8'-0" BRCS. HGT.r - �4�B�I 0'-0' FIN. 0 -S' BRCS- H4GT. I�U AY ❑❑ I A ITyr- TYP. LILJ 1 � L I ---------- - - - 0'-0' FIN. FLR. REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT 1'-0„ II _ 4- A T— I I TYP. m'-m" FIN. FLR. 1 _� - — - — - - — - — - — - — - — - — - - - - - - ------------r LEFT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 6 12 11-011 1_01 � ❑ I I 4F3 A I I r TYF. L 0'-0" FIN. FLR._ -------------------- — - — - — - — - — - — - — - — - — - --- - RIGHT ELEVATION SC LE• 1/4 = 1'-0' TEXTURED FINISH -8" BRG. HGT. '-O' FIN. FLR: BRG. HIGT. _01 0'-0" FIN. FLR_ /r----CNN 2' I N N I DECO. DTL. A SCALE: 1/2 I'-O Reviewed for Code .Compliance 93 Universal Engineering Sciences MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT, NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 2450 /300 = 8.17SQ. FT. 8.17 1176 SO, IN. MIN.REQUIRED VENTILATION .4X 1176 IN UPPER PORTION Of ATTIC 470.4.50, IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA 138 5Q, IN, PER VENT (net free area)' TOTAL# OF VENTS REQUIRED _ 3.41 TOTAL# OF VENTS PROVIDED- = 4 SOFFIT VENTILATION AREA 7 SQ, IN. PER LINEAR FT (net free area) LINEAR FEET OFSOFFIT REQUIRI 67,20 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH FLORIDA 32937 PH:321-802-3591 www.abdesigrigroup.com AA #: 0003325 SVBDIV. 8e LOTS CREEKSIDE PHASE 2 LOT #88 E PROJECTA 04321.200 088R1 1. MODET r 4EBB "1828-CALI" GARAGE SWING. „ LEFT PAGE: ELEVATION "D" 160 MPH EXP. C ARCHFECT. ", STATE OF FLORIDA ,1 1, FEB 2 12021 MICHAEL C. ANDERSON AR NO Tl305 PRINT DATE: 022621 / / SCALE: 1/4"=1'- 0 SHEET A2 D N ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 121SV OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET OF WIRED T TO SWITCH 110V OUTLET EQUIPED WUGIaNIP FAULT GFI NTERUPTER(TAMPER REBISTANT TYPE) 220Y OUTLET (4) WIRE CONNECTION UP ExT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER -44 SWITCH 4-WAY OF'ER WALL MOUNTED LIGHT CEILING, LIGHT O LED CLG LIGHT ©vP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN 1 CFM PER SQ. FT. VENT. FAN W4_GWT 1 CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4'ES W FOREST WRAP ® LIGHT AROUND (RECESSED) ® 41>21 FLUORESCENT LIGHIGH T 2-UIWRAP AROUND (SURFACE MINT.) 2' FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT ® PANEL METER BAIT. BACK-UP OSMOKE S.D. DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP 6D. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ CARBON MONOXIDE SMOKE DETECTOR COMBO HARDWIRE MR -CONNECTED INTER -CONNECTED 8HALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET tTELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT , AIR CONDITIONING u ' DISCONNECTTHIJ WE ON THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRED OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING Box REQUIRED TO BE SUPPORTED IN C % CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT •� LIGHT STRIP nnnnnn 36' INCANDESCENT o LIGHT STRIP nnnnnnnn 0 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES @__� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 7TH EDITION (2020) 4 NEC 210.12 201-1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS O= SECTION MIll FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR • RING METHOD SHAD BE NON METALLIC CABLE F'ER ELECTRICAL PROVISIONS OF FBCR 7T44 ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 75X OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER Fwr ENERGY C474SERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th EDITION R404.I BDRM.#1 •' J7l' PRE -WIRED �\ CLG FAN \ I BATH #1 I f l _'3:� BDRM. #4/ DEN PRE -WIRED CLG FAN W'P Panel MAIN - A PANEL: 8/16 wp crt breal<er VOLTAGE: 120r240V-1Ph MAIN: 1b0 Amp M.C.B 00 COVERED LANAI / (�• `J / PRE -WIRED / CLG FAN I I I cE IL ING MTD. LIGHT t0 BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN FEEDER: 3- #1 CU THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3 #2/0 AL THWN & 1-#6 CLI (G) in 1 1/2" C. iNire Pole Bkr Description Watts Circuit Circuit Watts Description -0 E tenor Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Imgation Pump - 1000 3 4 Space 5 6 5304 AICCU 1 Space — — s I 0 PANE L - A PANEL: 4,2 crt. breaker VOLTAGE: 120 ,' 240 V -1 Ph MAIN: 150 Amp M L G. o - - - - o E - - FEEDER. 3-#1C'uTHWN&1-#6Cu(G)in11/2"C. OR 3-#210AL THWN &1-#6Cu(G)in1112"C. DINING ROOM I 0 LIVING (P 0 Wire Pole Bkr Description 20 Small Appliance #12 1 20 Miciowava/ Hood GFI ROOM #12 1 20 Small Appliance #12 1 20 Reirigerator \ I \ \ I 6-fir PRE -WIRED`\ CLG FAN L' / El— #12 1 20 Dning Room Lights and Receptacles AFCI #12 1 20 Bath #2 GFI Receptacles #14 '1 15 --- Foyer/Hall Bed. #2&#31Both .#2.Lights A #14 1 15 U+vig Roar Lanai tights AFCI 1 15 15 - Kitchen and Pantry Lights & Rcpts AFC( — SD a :d0 AFF C( 912 1 20 Laundry 1 Bed #41 Den AFCI Space Space ---_. Space / I Space. ( /Q CYCO ------� / -- / SWITCH IN CABINET 0 Spore Space Space us z 35 AIC AHu-1 --------— — — — — — — — (Heater 5 KVA at 65% Load subject to demand factor calculations / line / I / W.I.C. I / GFI L — — — — L CsFI :� I n--- —, ❑ Demand Factor Calculations' —� Total load subject to demand farta- First 10000 Batts at 1100 T— i LAWN. I-- IHai GFI I LL „- -� OUTLET FORu--- DLU DW SINK \ / i i I I _� KITCHEN / / D, _--��� �— PAN. I RANGE / 1" Remaining o atts at 40 m Total A/C load -- -- Total Connected Load Watts CTFI O GFI an MM Total Amps (watts /240,vots) -- - II I , I 1 3:I HOOD WIRE W/ I I I U OUTLET FOR A\\ I I I I FUTURE MICRO O LZ /\A — I i j PRF-WILD O GFI GLG FAN GFI I Sp. I WH 44'AFF. 44'AFF. P B. FOR I Q F------ / GARAGE 1 DOOR OND BOLLARD L — — — — — ; I L CsF El AS REQ.. / I o PER HLDG. WALL MOUNTED I — CODE LIGHT W/SWITCH IN ATTIC // 1 ®i i BATH 12 / 1 S/COI GFI / \ p CLG.tu — FIELD q OUTLET KEYLESS VERIFY 0- FIXTURE FOY \\ BDRM•#2 LOC. IRRIGATION \ OUTLET is 48' AFF. GFI GARAGE ENTRY PRE -WIRED \ I tCHIME CLG FAN 79M \ 1 71 OPT. ------------------- COACH L IGHT ELECTRICAL PLAN SCALE: 1/4" = I'-0' 15D0 1 300 34 1500 1 5 6 900 17 19 5525 1600( 1 4500 Water Heater 8 10 1200 Disposal GFI 12 1500 Dishwasher GFl 14 5000 _ Dryer GFI 16 18 1500 Washer GFI 20 1000 Garage Door Open 22 1 1200 Garage Lights and 24 900 Bedroom #1 AFCI 26 900 Bathroom #1 AFCI 28 900 Exterior Lights and GFI GFI ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Bkr Pole Wire 35 2 #8 50 2 #6 25 2 #10 20 1 #12 20 1 #12 30 2 #10 20 20 1 1 #12 #12 20 1 #12 15 1 #14 15 1 #1.4. 15 1 #14 20 1 1 #12 I line 34269 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD 142.e General Lighting 8 Receptacle Load Total AIC Square Feet General Lts& Rec 3 W ISq Ft Hi Hats 1 at65W/Cightat100% Total General Lights&Rep (Watts) & Rao Panel A, I � � I � � LED LIGHTING 04 DOUBLE LAV. BATH "1 SO AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS of THE FBCR 7TH E2.LTL2L(2il LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 342/0 CU, T44M + 1% CU IN 2' CONDUIT OR 3 r4/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT To TERMINATE ABOVE SOFFIT • OVERHANG.) 0 00MBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE M-O PANEL 150A/2P MC:B TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT ---► 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOCITER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 7TH EDITION (2020). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. ae LOT: CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWIENG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXR C ARCHrrECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERBON AR NO 17305 J PRINT 02 26 21 DATE: / / SCALE: 1/4"=V-0" SHEET a PLUMBING PLAN SCALE: 1/4 = V-0' KITCHEN SINK W/ AUTO VENT was VTR I i PLUMBING R (ALTERNATE LEFT) ISER DIAGRAM 0 7 IN HT) Reviewed for Code Compliance Universal Engineering H WY A1A, SUIT[ kN HARBOUR BE FLORIDA 32937 H: 321-802-359 ✓. a bd esi gngrou p. AA #: 0003325 s is I �i i x� gg Y£ a IVJ f E1�a SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: i LEFT PAGE: is PLUMBING PLAN 13 ;t 160 MPH EXP. C_J' ARCHfTECT- ` STATE OF FLORIDA t' F k: FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02/ 26/ 21 `=4 SCALE: 1/4"=1'-0" SHEET pI o°--------- °M I LANAI I I I I I 5' z 12X12 OWNER'S DINING SUITE ROOM 10X6 120 CFM I 10x6 10xro SX4 120 CFM 120 CFM f ® 45 O CFM ---- F'� — O I _ 454 F7 411 ----- I Sx4 W.I.C. I -- ,•, --- - 45 CFM 16' I *x I ® ®Ye ------- 10X6 ii I - 120 CFM --- - 1145 cxFT41 KITCHEN I 10x6 I 11--,1 '15 CFMF--MF-- RA 12X16 I ,,1•tMA 5 IILOUVER I BDRM.�3 I I PLANTATION 1 1180-0-0� 2'S" 1 IMAX AIR IOX6 584.15 GFM i5 C I1 II 5' N DEN I 4' 4' 1 SX4 1 I 45 CFM I I I lI 45,C I 12X5 I PASS I BAT TI-IRU GARAGE FOYER 120' C I BDR I ENTRY I I - - - - - - - - - - - o MECHANICAL PLAN_ SCALE: 1/4 = I'-0' O Reviewed for Code Compliance Universal Engineering F Sciences ZIA �., _'. % R-VALUE SCHEDULE FLOOR SLAG ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WE) - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Aft e a i F A r.; SLTBDIV. & LOT: ; CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C I FEB 2 6 2021 PRINT DATE: 02/26/21 SCALE: 1/4 1'-0" SHEET M1 PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL ® 32' 01C. MAX FIN. FLR 2X4 TOP PLATE JSS 2X4 WOOD STUDS ®24' 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.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON-BRG. 3/4' =1' -0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5N1. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM Bt OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' DRYWALL 3 5/8' OR 5 3/5' —� METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER CABINETS AND TUB/SHOWER 25 GA. METAL to BE INSTALLED IN ALL OTHER WALLS. STUDS TO BE SPACED 16' O.G. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH WOOD BASEBOARD- 3 5/5, OR 5 3/8, TOP CHANNEL (25 GA.) 1/2" DRYWALL 3 5/8, OR 5 3/5, BOTTOM CHANNEL (25 GA.) SECURED TO CONC FLOOR W/ 3/4' PAF 4 TO WOOD FLOOR W/ 1/4' WOOD SCREW 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) D1 SCALE: I/2'=1'-0" SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 1 PER ELEVATION �R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES �— SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING — STRIPS . 24' O.G. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE 0'-0" FIN. FLR a ° A. 14. A, ° d < H W/ WINDOW OPENING SCALE: a BOND BEAM SOLID GROU! W/ (1)- *5 (2) COURSE 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" FIBERGLASS 5HINGLE5 --\ WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR T105.1.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 905.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNI. SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER REFERENCE ELEVATIONS STRUCTURAL VENTED SOFFIT FIRE-ENG TRUSS WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER MTL. DRIP EDGE FASTENER SCHEDULE 2x FASCIA PER ON SHEET SNI ELEVATIONS PRE-ENG. GABLE TRUSS VENTED SOFFIT 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 a . ..4 B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOI=r-S 2:12 TO L1=SS THAN SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 61E5l 1/2' THICK, 2 GOAT—J-� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � -�--OM1LK AND SEAL � —GiAB LINE O NOT CUT -I J' PVC aLEEVE FOR Ens LINE uE BOND __+ EAM ✓ _I�' GYP. uL. BD. AM EBARS � I ° .a ..e 4: 2B GAS LINE THRU BLOCK D SCALE: 14101'-0' —2X4 5PF 2.4' O.G. MAX.--� SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS — SEE ENERGY CODE: FORMS I INSULATION R-VALUES _--- _-- __--- PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 0'-0" FIN. FLR _ 8' CMU d 1 4 AV.. ° o. d rA W/ WINDOW OPENING R-4.1 INSULATION - WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPSa 24' O.G. 1/2' GYP. WL. BD: WOOD BASE a 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY c,ALV. STEEL L TRACK 6RA-XETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL -- APPROVAL REa VERTICAL TRACK BY MAL F. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REEL COMER BEAD a, CMU SEE SMCTURAL FOR RENFORCEMEW 2x6 P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT 1 BACKER ROD WEATHER STRIP MOULDNG ALL AROUND MY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 5 — 2x FASCIA PER ax. 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 . WALL SECTION L NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' ' CMU 0'-0' FIN. FLR Reviewed for Code Compliance Universal Engineering Sciences Note:' WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1251, AAMA 012, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co m AA #: 0003325 SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #88 PROJECT 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 26 21 SCALE: 1 /4"=1' — 0' SHEET ID1 c TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2a X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/1' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUT-7 Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-114, WITHIN 8' OF EACH END 4 18' O.C_ MAX SPACING '4-SECURE 2x4 ON' FLAT TO BLK Fol 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' IN X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 1BI IIB NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURIER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR KT1BUCK ATTACHMENT p SCALE: 1,2'.I'-®' 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" ti WINDOW TO BLOCK +3/4" OR +5/4" 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: CSC SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MX EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10, O.C_ MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. I 8' CMu 1/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" D WINDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W 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.C. MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU 011 1/2' DRYWALL I'X4' P.T. NAILER T/I6' OSB. X 4' MIN ' DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2X4: cEc SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 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: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN_ SHANK SIZE .14S MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 183 OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MN. 1-1/4' EMBEDMENT INTO BLOCK `r 8' CMU ❑ 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" L� W TO BLOCK +2 1/4" 2X4= CM SECURE TO BLOCK W/3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 19' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OTC. MAX SPACING. 2X8: 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. 8, CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" lWr1VDOW TO RT.QCV +A" T 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 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 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: 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 18' OL_ MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' Cm 1/2' DRYWALL ❑ I'X4' P-T_ NAILER POOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO 8' O_C_ MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAWIIFA!'T71=V:e r]F7AII C, NO It: DHIM Au NttDtD TO PI--LIM15 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" rp'�MBiDOLTil BLOCK +R" Reviewed Pbi C,666 Comgllance Universal 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS 011N. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/4') — WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING_ 8' CMU 2X8: ® I�j 1/2' DRYWALL SECURE TO BLOCK II— Jt I'X4' WK2) 1/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 1/16' OSB. X 4' MIN. MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END DOOR CASING 4 18' O.C. MAX SPACING. — — DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" 4,�WINDOW TO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING_ 2X6: CEM SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACINGS. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. — — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16, TAPCON MIN, 1-1/4' EMBEDMENT INTO BLOCK ICI 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER u1' P-T_ X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK •1-3 3/4" ��DOW TO BLOCK +3 3/4" FRAMING CMU i' DRYWALL IX FURRING RIP 2XIC TO HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK 11 REQUIREMENTS KTA 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 #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO V305 DA E: 02/26/21 I SCALE:1/4"=1'-0" NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH + 9' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %1 LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING MSTALLATION —� FASTENERS TO BE SPACED + 1' 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 M, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER \ li ro }. —M LATH SHALL NOT OAP MI N. BE CONTINUOUS 6' To e' 6' To e' THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PER ASTM GI063 PROVIDE 2X4 BLOCKING \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 1N FASTENERS FOR LATH TO BE NAILS OR OTE:/ STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE 3. BLOCKING 814OILN 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) : 6' + HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I' MIN. LAP . METAL LATH 6" MIN PAPER LAP BELOW ONLY / WRB LAYER rl, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: 1/!' • I'-0' LATH VERTICAL LAP TO BE Is METAL LATH WRB LAYER M, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES \ / _ WOOD ETUDE NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS-) BE SECURED TO BUILDING— TYPE CONTROL JOINT PAPER O"M" 1 THEY SHALL BE TEED BETWEEN SUPPORTS WITH 0.0415-I14- (121-MM) STUCCO — OL FOLD INWARD • Pr. A OL FOLD INYA11D • Pt. A 7. CREASE + PT. B OL FOLD 14UARD O L FOLD INWARD . PT. A PT. A 2. cREAeE . Pr. B s. CREASE • Pt. B S. clvEAeE • Pr. c 3. OWASE • Pt. C 4. FOLD Pt. C OVER Pf. B TILL PT. C TOUO-E G BOTTOM FLANGE .-. ® ®FOLD SHINGLE ROOFING--/ DRIP EDGE. OVERLAP 3% EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' Or— MAX RANGE L WATER TIGHT SEAL. FOLD, QQ yet C TT. i' THICK. 3 COAT CEMENT PLASTER a`RArE), I2. 2 COAT CEMENT PLASTER (CMU) UM LAYER 02, FOR FIBER BUILDING PAPER (FRAME ONLY) UM LAYER M, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING RRAP OVER NAILWI FLAWS, STOP WRB APPWIOk.1 K' ABOVE SHINILES (FRAIE ONLY) WDDETAIL) RAIM OR CMU XTERIOR SxS WALL FLASHINGKICK-OUT FLA814NG (SEE FASCIA WRAP ® KICKOUT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT( WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER wJ, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER mANUF. SPECS.) LAP • LATH LAP • PAPER 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 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER weep_ 81FI1119$411bo - OR CMU -WRB LAYER *I, STUCCO WRAP (FRAME ONLY) " THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED -1 z 5"X5" 'L" TYPE CONTINUOUS GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) ( CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS "L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4• WRAP MATERIAL) OVER APPROVED HOUSE WRAP. 1I-_A&8NCkTo EXTEND ONTO PIPE 1' OR LESS PIPE PENETRATION c>`:i`:c:' CUT AND OVERLAP ONE SIDE OF - SELF -ADHERING MEMBRANE FLASHIt Ka STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED To SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING t0 EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER M, STUCCO WRAP ---- WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'X4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %I CONT. BEAD OF SEALANT — - INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V- FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. FIFE PENETRATION DETAIL. (FF�A1�E) Reviewed for Code Compliance Universal Engineerinp Sciences DRAINAC;E PLANE (UJR5 LA�'ER #1, STUCCO UJ1R4P) UJR5 LATER #2 (FORTIFIBER-,-'-,- -,- BUILDINr_:; PAF:ER) 1"jET)4L LATH X X X X STUCCO WOOD OR -1/1ro ZIP WALL SHEr4THINCz SELF-)4DHE5IYE FLASHING - - - - - - NOTE: 1"°IETAL LATH. LATH TO BE PER SECTION R�03.�I-1 / )4ST1�1 C-a4l -14a) 1�1IN. 2.5 L5S. PER SO. "T Af;RD (UTILIT�' OR NOt" IIN)4L LATH DOES NOT 1"IEET ePECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www. a bd esigngroU p.com AA #: 0003325 111111111 SVBDIV al: LOT: CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 02 DATE: / / SCALE: 1/4"=1'-0" SSEET AI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "'I, STUCCO WRAP 0 T i 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: 1. BOTTOM, 2. SIDES, 3. TOP VENT GAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 EO rW Is gWand4as#e ft 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, FORTIRBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER w2 (F-CRTIF=IBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x -77 STUCCO ..: WOOD OR 1/16" ZIP WALL SHEATHING SELF= -ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO SE PER SECTION R-103.1.1 / ASTM G-84l-14a, MIN. 2-5 LSS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO FINISH ro" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRICTION SEALANT o IB\P-- TOP E SIDES a' GMU —� 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL b" SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / NOTE: (/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &EKNT PENETRATION SCALE: N.T.S. ANKMAA I C.J 1'CD.1LW = I Y1= STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEG. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ""� "� "" ""° OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION Reviewed for Code Compliance Universal Engineering, Sciences '1/16' ZIP SHEATHING SYSTEM 11NSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER 01, STUCCO WRAP /—WREI LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 1/5, TEXTURED �,�FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a 12 O.G. MAX ' TO )i' MID -WALL WEEP SCREED z� b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYIWS V FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION f\ APPLY E-Z BEAD OVER bm MIN GRADE V' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ST E fi 1*3 Fa WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, F-ORTIF15ER ' BUILDING PAPER STF # ELASTOMERIG COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ST F # STEF #6 C-) ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: CREEKSIDE PHASE -2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA2 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.com 164 AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL 4EBB "1828—CALI" GARAGE SUITING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 ld PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LA`r'ER *11, STUCCO WRAP) WRB LATER *2 (EORTIF15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/16" ZIP WALL SHEATHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 UJEATHER RESISTIVE — BARRIER "2 9(a6 Y LAPSIDING g' SELF -ADHERING — FLASHING STARTER STRIP — DO NOT CAULK OR SEAL OPENING GALV'D METAL- Z' FLASHING 1 Ya' X 6' SIMULA WOOD TRIM MEM STUCCO CASING 7�17 X-X-X-X i 9 II \ / \ / DHERING FLASHING i k ! WEATHER RESISTIVE \ BARRIER 01 / \ WEATHER RESISTIVE \ \ BARRIER 02 \� e All 6' SELF -ADHERING / FLASHING \ GALV'D METAL W FLASHING DO NOT CAULK OR SEAL OPENING '" / \ I Y4 X 6' SIMULATED %.: WOOD TRIM MEMBER a \ SEAL GAP W/CAULKING OR APPROVED SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME TRANSITION LJOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE — BARRIER "2 X TYa' LAP SIDING /6' REVEAL OR BOARD 4 BATTEN Co' SELF-ADHERINCs— FLASHING STARTER STRIP .C31oZPL ' • - ♦� GALv'D METAL— 'Z' FLASHING HARDIE TRIM PER ELEVATION w SIDING TO STUCCO C BLOCK TO FRAME 2 `fi t TRANSITION 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER M UJEATWER RESISTIVE BARRIER "2 e 0j W SELP-ADHERING FLASHING GALV'D METAL W FLASHING DO NOT CAULK OR SEAL OPENING WARDIE TRIM PER ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT Reviewed for Code 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 SvBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 02 6 21 DATE: 2 ' SCALE: 1/4"=1'-0" SHEET \ 2x& SUB -BAND W/1 "x4" NOTCH e END, WRAPPED PEEL 4 STICK DRIP EDGE -1/5" TEXTURED FINISH .6 WOOD 1/2' TEXTURED FINISH e CMU IN I\ I\ I} I \ I ` I � � \1 METAL FASCIA \ WRAP YS" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR GMU) \ �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ( )ELEVATION - AN A METAL Fod 2X6 SUB Q ROOF KICK OUT REMOVED FOR CLARITY TROOF DEGK (BEYOND) ��_ \\ \ \ \` DRIP EDGE, 1" OFF WALL `(NOT INTO STUCCO) '1/8" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH IV CMU 2x6 SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING 51'STEi"I IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE GUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m " SCABBED TO TRUSS W/126 NAILS roll -ON O.C. MAX. 2x SUB -SAND W/lY"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0i) WALL SUB BAND D=E�TA.IL @ WALL _W KIQK-- OUT FRAME 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 -BAND WIV2Hx4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR GLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Iz"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STIGK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroGp.com AA #: 0003325 SUBDIV. Z LOT: CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088RI MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 r �aa11 a DATE: 02 26 21 SCALE: 1 /4"=1' — 0" 81MET WAS C9 io 9 3'-4" FM- 12X18 / 1 s'm ,_4"T-4" �1'_4" 12'-4" FM-12X12 10'-01, 10'-4" N 4" CONC. ro N I X SLAB w LL x L _j I LL LL *-3 1/2" EXTEND SLAB 1 1/2' I �z •I U_� IO } �n • I 111 I _v M TOP OF I ;� SLAB Co co m - X, N •I I NI �I U- I 15 8 5-0" 4" PVC 1 - CHASE �,.� - TE-1 � — — 4" CONC. I iv SLAB io ��-0- 17.-8 2.8 TOP OF 5 SLAB 3'.0" 1.1 N O o00 d N I� III �I "y I ____ 2 •I EXTENDAF SLAB 1 1/2" Co m 1 LL 4"CONC,1 N N law Lu SLAB U.05 1/21� ICn _o3 1/2"LL +71/2' 1 1 12X18 `r FM-12X18� FMC-12X18 1.1 FM-12X18 1.1 0 0 0 4 1.1 16'-0" 2'41" T-10" 10'-2" 21 -4" 4'_4" 14'_0" 39'_8 I i; I r• 0? m FOUNDATION NOTES 1 SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR Reviewed for Code COMPACTING REQUIREMENTS: Compliance 2 TOP OF FINISHED SLAB SHALL BE +4-0". 93 Universal Engineering 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED Sciences OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8,SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. ' 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 1 D. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.11111NDICATES #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL ENFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE COKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 OOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 0", #6 =36" ), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL EINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE OIL 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: ) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION ) 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 HALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 13. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED '-0" O/C MAX. SEE PLAN FOR WWM SIZE SPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING LODE, RESIDENTIAL, 7th EDITION T SLAB SCHEDULE SLAB THICKNESS REINF: REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER PROVIDEIiC_OR_NER FOOTING SCHEDULE BARS SAME SIZE QUANTITY AS BARSIN FOUNDATION, WITH 30"LEG EACH WAY. MARK! WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101, - (2) #5's - (+)0"-0" FM-12x1 2 12' CONTINUOUS 12" (2) #5's - + 0"-0" FM-12x1 12' CONTINUOUS 18" - (2) #5's - (+)0'-0" FM-16x1 ' 16' CONTINUOUS 181, - (2)'#5's - (+)0"-0" FMC=12x,8 12" CONTINUOUS 18" - (2) #5's - VARIES F-24x24 24" 24" 12" 2) s s - (_)0 �, ao I N I I FOUNDATION PLAN SCALB: 1/4" = 1,_0„ SECURE STRAP TO CONC, W/ (2)-3/16'X2' TAP -CONS C❑NCJ SLAB A/C C A/C SIMPS❑N WB UNIT ROLL STRAP OR EQUAL 2 EACH iCORNER OF UNIT SECURE STRAP TO UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS ONNECTION TO PAD DETAIL E _z%Lzr L DATE: 02 26 21 SCA M: 1/4"=1' 0 SKEET S1 Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS m U V J U)) Z 8" CMU WALL O �� 0 co ° e e SEE SLAB SCHEDULE EXT. PORCH SLAB LA;W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) JOINT (WHERE + • ' APPLICABLE) Z ° SEE SCHEDULE 2 FOR WxD, BAR SIZE N AND BAR QUANTITYiI +_ 0' BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-0" ,A� I 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 SECURE FLANGE TO SLAB W/(4) 1 /4" X 2 114" TAPCONS BOLLA RD SCALE: 3/4"=1'-0" LAP P PLATE A MIN. OF 48" — AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. VERIFY HEIGHT LAP TO OC R OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOO EARING PROVIDE BLOC G WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE RE B . PLATE TO BTM. PLATE TO BE PT. LA / d MASONRY NAIL PROVIDE DBL. TOP PLAT TAGGERED. IONAL METAL OF NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE 1B d a SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY � I 9 INT IOR FOUNDATION OD WALL SCALE: 3/4"=1'-0" (NO LIFT) Z �. STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND Q } SPACING REQUIREMENTS C� wco m U W va Q 0 8" CMU WALL _ z TOP OF SLAB a - VARIES e ° SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB ° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • SEE SCHEDULE APPLICABLE) _z FOR WxD, BAR SIZE AND BAR QUANTITY N C2EXTERIOR MONO -FOOTING @ GARAGE SCALE:3/4"=1'-0" W NEW REINF. BAR O SECURED W/2-PART a EPDXY. MIN. EMBED J I 8" LINO FOLLOW ALL MANF. 4� ( SPECIFICATIONS FOR USE AND = ao PREPARATION OF ~v U' 4, HOLE. ZM w, J o p O} Q Q \-4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION / SCALE 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o� mw U VJ 0� 8" CMU +_ 0'_0" TOP OF SLAB �i SEE SLAB SCHEDULE _ -"ISOLATED COLUMN PAD 9 CENTERED UNDER WALL AND . POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR OUAN TY M'BINED EXTERIO MONO- OOTING AND COL. P SCA :3/4„_V_0„ I 30" MIN. EACH WAY MONOLITHIC FOOTING P �1. DvT D .{III D . v D v. FM. v . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH $ ?L' WAY AT ALL CHANGES IN DIRECTIONS ..D ' .p SO THAT THE STEEL REINF. IS CONTINUOUS P ol. MATCH AMOUNT OF CONTINUOUS BARS' v D v LL .ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LE NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL f 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 TO CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING - PROVIDE BLO ING WALL W/ SYP N 2 STUDS SEE PL S FOR 0 SPACING. SINGLE BT LATE E R PLATE TO SLAB W/ 1/ "x TO BF~PT: PROVIDE DBL. OF W/N R SEETT I ANCHOR N 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 W --SEE SLAB SCHEDULE p )F SLAB e e d a :a EQ. EQ. SEE SCH ULE FOR WxD, BA ZE AND BAR QUANNWA INTERIOR CURB FOUNDATION WOOD SCALE: 3/4"=T-0" (W>/ UPLIFT POURED LINTEL CONT. (TYP) W.! ' 8" CMU FILLED CELL (TYP.) , 2X WALL FRAMING Y 1/2" DIA, SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL. 4" FROM ENDS AND 16" O C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE' 3/4"=1'-0" FOR NRY SET EV: RECESS AROUND GARAGE DOOR OPENING 4 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" 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 y UPLIFT IS PRESENT. w SEE SLAB SCHEDULE Q )F SLAB e e; • e EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=T-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering In Sciences a a a �qy 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325+ k a ) z w q E li ` ,I II I I� � 171 SUEDIV. ae LOT",) CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: x ) . l DETAILS 160 MPH EXP. C ARCHITECT- STATE. OF FLORIDA FEB 2 6 2021 MICHAEL. C. ANDERSON '3 ,A CIO17305 �r PRINT DATE: 02 26 21 SCALE: 1/4"=V-0" SHEET S1. 1 ti Ln 36'_0„ 29'_0„ 27'-0" UW 25,_ 1 0, 19'-0„ 17'-g" 14'_0,, 101_01, 3'-0" M1 ILA �.,p'i 1111l�l M co O 0 CV io v 1 -- LO LO LO 5'_4„ 0 a — CV V CV U Ell 0 DOWEL PLAN SCALE: 1/4" = T-0" Reviewed for Code Compliance Universal Engineering Sciences H WY A1A, SUITE 301 AN HARBOUR BEACH, OLORIDA 32937 �H: 321-8023591 w.abdesigngroup.conn AA #: 0003325 j4 CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828—CALI" GARAGE SW3[NG: LEFT PAGE: s: DOWEL• �I PLAN 3 {3 160 MPH EXP. y aa: ,11" ARCHrrECT• STATE OF FLORIDA, FEB 2 6 2021 K. i} i VICHLI EL C. ANDEFWN ' ..;,tea NO 17305 DATE:: 02/26/21 DATE: r SCALE: 1/4"=1'-0" SHEET Ste 2 _. a TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. .. 'a.. . . ,4.d 'd d' a; N ° a, � a I, a `. d 4 d 4 =a d ' e ga- Q � O ;CLEAN OUT REQUIRED A. FOR INSPECTION K m � a ° O O 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK a ° d Z_ �O HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42, Reviewed for Code," Compliance Universal Engineering Sciences #5 BARS ■ 011 CMU UNIT DIMENSIONS ARE NOMINAL SIZES • MASONRY SYMBOLS 3 SCALE: 3/4"=l'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND D EL ~ SPACING REQUIREMENTS Q m U m— V J EL W U - Z 8" CMU WALL O io o + 0 0" +_ 0 .01 ro a... _. " TOP OF S a .. < .. '4' TOP OF SLAB B d b d:°. .. ° ` • n SEE SLAB SCHEDULE Z W d e d .a . BARIDIA. BAR SIZE 48 d •° EXT. PORCH SLAB , 4" CHAMFER (I -STORY) M . a a d e d W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) #3 18" O a a 24" JOINT (WHERE + #4 4 a--- APPLICABLE) Z a MATCH STEEL #5 a ° 30"' g REINFORCEMENT #6 36" 6" PVC CHASE N PER SCHEDULE 6" PVC CHASE THRU FOOTING 42" THRU FOOTING #7 MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC C A E THRU FOOTING SCA E 3/4"=V_0" ® r FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1,0d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)'10d x 1 1/2" HDG NAILS, WOOD TO'WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2 ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8 LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH / T.O.S = T P 00 SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS RE AR4 S BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1)#5 — N/A — GROU ED OLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1 /OM/OB o co GT ; Co m 0 0 � 1 LL 0 8F16-1T/0M/06 8F16-1T/0M/OB 11 All 8F24- g 1T/OM/OB 0 z> GT '1 _ a m o: 0 :<. 0 a r m 2 0 1 LL co UNO, PROVIDE BB1 WHERE r ROOF TRUSSES BEAR TOP OF WALL EL. 8'-8 UNO. o , , II I \ 8RF6- 1 T/OM/0B MEMEL GT a 8F-1T/0M/0B 8F16-1T/0M/0B Al99 r 81724 MIN.-1T/0M/1B 17'-4 BTM. OF LINTEL @ T-0, ABOVE FINISHED GARAGE SLAB 'I LIFT BEAM PLAN SCALE: 1/4" = V-0„ � Reviewed for Code Compliance In Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www,la bd es igngroup.com AA #: 0003325 MMMMEMW SUM: 117, WT: r CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: I 4EBB "1828—CALI" GARAGE S VaNG LEFT PAGE. LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 6 -1A FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 1ZLO 4 PRINT `�' DATE: 02/26/21 SCALE:1/4 01=1$_011 #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"=1'-U' NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEiL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. ,R _nxlJ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. W1 (1) ND 5 BARAM OF -- F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM - ys�� NOMINAL LINTEL TO TOP OF BOND BEAM COURSEE \ WIDTH /�# OF #5'S, IN BOND BEAM, IF FILLED LINTEL. 16-1 T/ 1 M /0 B 8x8 PRE -CAST CONCRETE — NOMINAL OOMIN L—�' LENGTH OF BARB WIDTH OF # OF #5'S. TOP OPENING -2" IT IS 1 HIS ENGINEER'S INIENT BOND BEAM COURSE OR THAT XFXX - 11f1M/0B INDICATES DOUBLE BOND BEAM # OF #5'S. BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX- 1-I/0M108INDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL: W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INI ENT TO PLAN FOR LOCATIONS AND XUXX - 1 T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1TIOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL -OPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION tiUALE: 1 112 =1 -U E 1#5 BOND BOND BEAM TYP.8"x16" p BOND BEAM Reviewed for Codc Compliance 93 Universal Engineering Sciences 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE _ TOP OF� BOND BEAM OF OPENING SEE NOTE 5 MASONRY 4i BEAM DESIGNATION SCALE: 3/4"=V-0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" 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) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.0 MAX. MIN 1-114" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO -- STEEL REINF, OF FILLED CELL BOND. BEAM T— ��PROVIDE #5 BAR EACH SIDE STEEL REINF. OF 0 LEVATION BOND.BEAM CHA E CHANGE IN /17ELEVATION OF BOND BEAM crAi o vn-'- 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 #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rsciar A DATE: 02 26 21 SCALE: 1/4"=V-0" SHEET S2. 1 A d r OgReviewed an't6il Cbl0'1i ce Ufiiversai Engineering Sciences "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS - SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT PLF TYPE 8/a-1T 8116IT 8I20-tT 8C14-1T 8128-1T BIWAT TYPE 818-oBr3l 1TroB 1TroB 1TroB 2-1TroB TYPE 8/8 PLAIN 8/8 SOLID LENGTH &S-Zr er16-2T 8120V et24-2T 8rt6-2T ai322T LENGTH 8U8 818.1B 1T/1B 1T/1B &1T/1B -lT/1B LENGTH -- 952 0-lT 71 6428 7531 1569 3524 4394 5263 6132 7001 PRECAST 1436 PRECAST 689 1024 3'-6" PRECAST 1589 3524 4394 5263 6132 7001 2465 6385 7708 9031 10000 1363 3060 3815 4570 5325 ISM 700 3125 3945 4785 5587 " 1383 3060 3615 4670 5325 8079 4�-0" PRECAST 1065 4 -0 PRECAST 514 763 4'-0' PRECAST 1961 6113 7192 6524 7827 8751 1207 2582 _ 3376 4043 4711 5379 533 m0 2400 3033 3888 4300 4'-6" PRECAST 398 591 4'-0' PRECAST 1207 2707 3375 4043 4711 5379 4'-W PRECAST 819 1825 5743 7547 6752 6541 7505 - — — 1016 law _ 2374 2944 3513 4064 1247 1999 2580 3123 3888 a24e 5,-4" PRECAST 411 411 51-V PRECAST 016 2276 2838 3399 3981 40e4 5'-4" PRECAST 931 1319 4480 MIS 7342 5780 6259 909 1499 1971 2443 2915 3387 1024 1831 2090 2548 3009 �� 5'-10" PRECAST 340 339 5'-10" :::PRECASTJ� �y 2M 3107 3620 4133 V-10" PRECAST 817 vet 3693 5877 8036 8648 5778 - RECAS1201 1578 1955 2332 2709 1139 3227 3031 3707 4383 5081 V-6w PRECAST 410 721 61-V 835 1868 2329 2790 3251 3712 6'-0" PRECAST 692 1139 3227 4598 7054 10000 SIM - 716 900 1181 1462 1743 2025 938 24w 2205 2u8 3191 3685 7'-6" PRECAST 303 534 7'4r PRECAST 7V 1624 2025 2426 2827 3228 T-6" PRECAST 570 938 2498 3408 4864 7067 6472 - 9'�" PRECAST 454 8 - 767 948 1129 MID 204 633 1593 2201 2818 2821 V-40 PRECAST 192 384 572 131e 1643 1989 2164 2519 g'.4" PRECAST 428 639 7874 2298 3081 — - 356 46a 613- 812 755 899 1042 487 1247 1767 1904 2163 2028 10.-6" PRECAST 151 301 101-V PRECAST 504 1180 1472 1783 1710 1989 10'-6" PRECAST 388 550 1407 1897 2781 3222 3784 - — - 430 408 530 653 7n 872 544 1312 1742 2252 2868 3830 11'-4" PRECAST 132 417 11'4" PRECAST 466 1042 1372 1643 1470 1710 11'�" PRECAST 330 ryiq 1312 1742 2252 2868 35 383 366 476 567 698 783 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 12'-0" PRECAST 308 507 1210 1596 2048 258B 3 771 440 940 - 1300 1580 1314 1478 308 303 393 484 575 645 433 1045 1365 1732 2757 2535 IY-4" PRECAST 82 298 13'�" PRECAST 396 780 1057 1312 1071 1203 1 T-4" PRECAST 270 414 1045 1385 1732 2316 26M -- 279 278 360 443 526 809 Sea 97a 1272 1806 1988 �� 14'-0" PRECAST 71 293 14'-0" PRECAST 37s att 98t 1192 975 1133 14'-0" PRECAST 254 390 976 1272 1808 1950 2389 NR NR NR NR NR NR PRESTRESSED 239 422 5os 628 746 865 14'-8" PRESTRESSED N.R. 14'-8" PRESTRESSED N.R. 283 14'-8" 246 663 980 1237 1474 1715 458 1079 1429 1824 2277 2712 224 387 464 574 884 793 NR NR NR NR NR NR PRESTRESSED N.R. 252 16 4" PRESTRESSED IV-4" PRESTRESSED N.R. 15'-4" 230 816- 908 1134 1353 1572 412 1014 1340 1703 2118 2513 187 365 467 r� 880 NR NR NR NR NR NR 17'.4" PRESTRESSED N.R. 183 iT�" PRESTRESSED 192 506 MD 501 1135 1312 1T-4" PRESTRESSED N.R. 1121 1413 1739 2047 300 856 -- NR NR NR NR NR 19'�4" PRESTRESSED 162 266 - 348 430 513 595 IW-4w PRESTRESSED N.R. 19'-4" PRESTRESSED N.R. 148 _ 186 429 623 e03 950 1098 235 736 959 1200 1467 1718 142 219 308 381 454 627 NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21 '4" PRESTRESSED 142 373 537 690 818 943 21'-4" PRESTRESSED N.R. 180 833 1o3e 1166 1488 -- 22'-0" PRESTRESSED 137 226 290 359 428 497 NR NR NR NR NR NR ��-0" PRESTRESSED N.R. 116 137 358 513 659 779 900 22'-0" PRESTRESSED N.R. tss 55o 784 992 1203 1381 -- NR NR NR NR NR NR 124 174 245 302 360 418 24'-0" PRESTRESSED N.R. 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 31s 455 581 687 793 129 460 654 824 1014 1147 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LorrS MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS 70 MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS — ----- PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 ---- ---- 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Illit AA #: 0003325 FCR I>IV. 8a LOT:EEKSIDE HASE 2 OT #88 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES L160 MPH EXP. CJ ARCHrrECT- STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET S 2 e 2 S FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:' SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FALL 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 ANDAPPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSSTO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17711 ° x 2 7/8' LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTI 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHAILL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ENDJACK FOR EACH D CONNECTION DTTOM CHORD BRACING ® END i FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® MID RUN CONN faOR SCH ED UIU CONTROL DATE. O1/27/2CW MiTXl USE SIMPSON MITPk USE SIMPSON .11 UPLIFT GRAVITY Ofb UPLIFT GMVRY iASTYMER FASTENER HTA 1618 162E METAd6 1450 OlI.X11/2"1-VY.j]) 16E B-PLY, EMB604" (8)ILEx L1%1"f-PLY,(6)lGd2-PLCEMBED4" (21HTA1619 BUD ETA 16 OUR :2) METAd6 META-16 f985 ]BID (12)DOE x 1112"I-FLY, EMBED4" (10)TRY X11/2",(9)16E 2-PLY, EMBfD4 OF)ISE x11/21PLV EMBER4" (9)ITT, 1. 112'1PIY,RDIbdz.PLYFMBFIIA" HTA 20 LAN BETA-20 HEIR (IRS INS x}.9/2", LEVEE 2.11, EMBED 4" (9)ILE x11/2"1-PLY,R)16d2PLYENBED4" (2)HTA 20 243D 12)HETA20 ID35 Ell III x 11/2', 11PLY EMBED4" (10) IRE A 11/2' l-PLY, MBfD4" DEFT (]Df LEE 2-ICY ERY ' (12)16E 2-PLY EMBED4 UFI LESS LCT-2 1805 SEXIST 114 Nt 3 - Wdoe 8 h A M1o„W00D(1611LE (7)-114"x.21/4' TITER, WOOD(16) 16E OUGHTS 33. OUR 1.1 3480 IMAL )3/B'%5"Wll B AnlhENW00F(12)W525 (12)SOS1/4"x3'TO GIRDER, (4)3/B"x5"TRENHDTOWALL OFF'A-210 E. DfTA420 NHO 116) TOOx 11/2,1 PLY ALTERNATE USE OF (2) HTA-2D ACCEPTAENE (181 - Md A 1112, 1 PLY ALTERNATE USE OF It) HEiA-20 ACCE MALE MUGT15♦ 3945 MGT♦ 3965 (1)5/6ATR. IN HIGH STRENGTH f FURY MID 22" EMBED), OR) DW TO WOOD) (1)SIR -ATR. IN HIGH STRENGTH EPDXY(MIN. 12" fMBELIT(22) IWTOWOD HUGT2+ 9525 H61-2+ IBSEN WOOD18110d, MA5ONRY(OB/P'A.I It LP)3/4"ATR_ INHI6X5IR9NGTH EPDXY(MIN.1T' EMBkDKO IWTOW XUGT3+ SEEN HOT'.3♦ 1W90 WOOD (8) 10d, MAONRY(213/4" A.R (2)3/4"ATCIN HIGH STRENGTH EPDXYRAN, 00' EMBED),(16) IM TOW LPFA 1510 PARALI£LTO WALL 1420PERPENOICULIRTO WALL LTA2 1210 PARALLELTO 3210PERPf N WALL WALL 011tIWR1U (10) mud x 11/1 1 (111)1M X 11/2'. MUGTIE 3945 NET 4. (1)5/8'AT.R.IN HIGH STRENGTH EPDXY (MIN.12 "EMBEDI.(4)1111 TOP/(6) BID FACEA12) IDE BACK OFFRIhS (3)5/8"AT.R. IN HIGH STRENGTH EPO%YIMIN. 12" EMBED), 161 IDS 114'Y3' HUGT PSIS (2)SIT 11. (2)III AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMSED1.(8)1W (2)SA'A.TA. IN HIGH STRENGTH EPDXY (MIN. 12"EMBE U), 132) MTW 12 B65 MTS-12 A. 134) 1Dd A I IIZ',(1411M 14130d%11/2" HTW 16 135E HTS-16 1310 1061 BOB %11/2"(16)1W (LE) 1W%11/2' HTW 20 1UIF KI-M 1310 (24) BOB X 3 1/2'',(20110d (24110d%I112" HT. 24 1355 HTS-24 1310 (24)Wd X 11/2",(20IM (24)IOE x11/2 LSTA 12w 930 LSTAI244 BUT (10)Lltl (10111k LSTA 18- 1235 LSTAIBH TIES (LYR (14)1W MSTP-18++ 'I'D MSICI 1313 (1111D0 (14)1W MSTA-24++ 1640 MSTA 24 i4 1640 (18)IOE " (18)1W ITIR.++ 2065 MSTA-30x 2050 (22)ILE (22)IW M iA-IEN+ 2065 META3644 2SIR (RI IDE In)10tl NSTI2M 2765 MST I-36 DEBT 0.).1.1112" (BE)1Fd XI ip XTSI248 SIPS .1111B SBID (49)WE X1112". (BE)I'd., /,- LET. NET H6 IDSE (16)M X11/2",(15j Ed) (9) Ed TO P1ATE5,(9) Btl TO STUDS. SPT4 B25 SP4 B25 (6) BYRD TO STU US() 1M TO PWTE RR) 1Od x 1.1/2'TO STUDS. M134 5251N Y3@1Po% A34 430 (4)8d x11/2"TO BIAM,(4)8d%I TF2"TOYOU. (41Bdxll/2' TO BEAM,(4)Wxl 1/2'TOPOST. HE. W. HCP2 590 (1D)1Ddx2l/2"TOTRUS,(10)IW%11/2'TOPIATE (12)10d X 1112" RT166 1020 H1FA 1040 (9)THE xll/2' TO TRUSS, (3) 1W X 11/2"TO PIATE (19)106 X 1112" MUGT15&PHIMA 4175 VGT&XDU4 SPUD (29)WE TO TRUSS, �101 WM WOOD SCREWSTO POSTW/5A THREADED ROD OGHSO51/4"a3"TO WOOD,(10)-SDS 1/4'x21/2'W/THREACf. ROD, (2) NTOWASHER/2 PLY MVGTIE&PHD4A 4111 VGT&EDER 4940 (21N ILE TOTRU55, 105V53 WOOD SCREWS TO PC W/5/8"THREADED ROD (16):SD51/4"x3"TO WOOD, (1)-EI STUD DOLTSW/ THREADS ROD, (2)N WASHER/2PLY PAU. 2535 6725 'BUB. 2300 ]]50 (11SA A.T.R.INHIGHSTRENGTHEPDXY(MIN.]" EMBED) INCONC,(12) iW TOWWD (OS/8 " ATR. IN HIGH STRENGTH EPDXY(MIN.]" ZRIBEI INGE 4CT12)]E TDWOOD PAHER 2415 LORI ABUREY 2190 182. (1) Ste AT.R. IN HIGH STRENGTH EPDXY, IMIN, ]" EMBED) INCONC.,(12)1W TO WOOD (1)1/8A.TIt_IN HIGH STRENGTH EPDXY, LMIN. Y EMBED) INCNG,(]'2)1d i0 WCOp LTIIE 1205 .719. 1310 (1)3/4' A.T.R. IN H IGH STRENGTH E PDXY,(MIN.]" EMBED) IN CONI(BIIW TO WOOD (1)314" AT R IN HIGH STRENGTH EPDXY, (MIN .]"EMBED.I IN CC 4CJ(8)W OWOOD LT520B+++ 110E LHRIPER++ ISW (1)31AT.R. IN HIGH STRENGTH EPDXY, IMIN.]" EMBED) IN CONC(10H0d I 1-1/2 iO WOOD ()/1" A. T. R. IN HIGH STRENGTH EPDXY(MIN.]" EMBE D)NC NC.,(10)]. 10 WOOD ETi45 KID HTT4 4455 (IT 5/8'A.T.R. IN HIGH STRENGtX EPDXY (MIN. EMBED) IN CONC (18µW X21/2" (1)5/B"AT.R IN HIGH STRENGTH fPO%YIMIN.T'EMBEDUNC01C.126)16 %21/2- F745 5005 "1 1. (1)5/8'ATR. IN HIGH STRENGTH EPDXY (MIN 7-EMRFD) IN CONE,(26(1W X23/2" (1) AT IN HIGH STRENGTH EPDXY (MIN.]"EMDED)IN CD C,(26)HE %21/2' UVHDlI+ 11395 XXDO115D 25i TROY1)1'A T. HIG STRENGTH EPDXY, (MIN.10"EMBED) IVCONC.1241 W53 WOOFSCRfWS. (I)I"A.i.R.IN HIGH SIRENGYM 4V0%Y,(MIN.IO"PMOfD)INL )NC', j M"x2%'WIX)USCREWS. PHDSA 6525 D]B 56,15 11)5/8-A.B. IN HIGH STRENGTH fPO%Y(MIN T- EMBED) IN CONCII4)W53WOODSCRFWS (])]/B" A. B. IN HIGH STRENGTHEPO%Y,(MIN.]"EMBfDJ IN PIC. (33/4' STUD SOLTSTO WOOD TDXB ]8]0 Ill>/g'P.B. IN HIGH STRENGTH fPO%Y,)MIN.]'EMBED) 11 CONC (3)2/8"SfUDBOLttTO WOOD NlM35X12U 250E ]]30 MBXA 3.56/}1.25 3425 5330 1I, Ill FRUIT WMIN6"EMBED&NOT CE It HAN4"FROM Wk CONC W/3/4"OIAITWRAMSET/REDHEAD(113/4"A.T.R. pYNA CULT SLEEVE.NCHDROP EO W/MINS PMBEFINSTALLFOIN TAfE (1AlOEAl 101ST IN HIGH STRENGTH EPO\Y(MIN 5]75 fMSEDMET)INC.M. fP0%Y,LMIN_fi]S"EMBFDMENT)INCMJIALfJIA)BOn iDOP.M .TOP(11314 AT R IN HIGH STRENGTH XU54121F EELS 2]10(1C0%I HUSU12 (WOD01 DUEL REES(INS%) (10)16EiOHEADER (1FlWTOWWD I (10) ME tOHEAOfR, (101WTOWOOD 3325 (125%) 3220(IIS%) HD4101F (LYIU 1950 30P1] HUC410 (EMU) 18N 45W (18)l/4'x 3WSI SCREWS,(10) 1W TO WOP0 USP 2O)3/Ii6"' TAIIER4,(10)1WTOWWO (18)]/4x2�3/4.: i1TEN (9 PER FlAN6E}TD CMU,(10] 1W TOWOOD: HD210-21F CMU1 ]950 3080 NOC2102 (CMU1 1.. ASCU (lg)114 'x3""W535CREAGNOIWTO LNOOD US? 12013/16" TAPPER+,(1011M TO WOOD (18)1/4'A2-3/4' TITEN I9 PER FIANGEITO CMU,(10)]WTOWOD - ND210-31FICMU) 219E 5m5 HUC210d ([MU ) 18W 45CD (lg)1)4" X3"" WSi SCRfWS(W1WETO WO ORUSP(20)3/6 TAPPER,(101W TO WCOO (1811/4x2-3/4" TITER (9 PER PIANGE)MCMTOO)1WTOWD D LGVM262 2125 GOES LGUM26-LSD 1AH, E595 (413/8 X4"Wedge) Y11 A-,'.:,, WOOD I4) W59 WOOD KERINS (4)3/8x4TITfN HDANCHOR512 PER FLANGE)TOCMT(411/4 2-l/25D5 REWSTOWOOD U U U Q FRAMING FLAN SCALE: 1/4" = T-0" ®. U U U Reviewed for Code Compliance Universal Engineerino Sciences - U O 0 0 04 V U A 0 2194 H WY ALA; SUD E 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com j AA #: 0003325 Py 1 c. CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: Y I' FRAMING PLAN 160 MPH ARCHITECT. STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AIR 140 T7305 J PRINT 02 26 21 DATE• / / SCALE:1/4' _011 SHEET S 3 U A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2' NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "L/FLOOR SHEATHING (12) 16d x 1 z" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4', (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS ,» W/ 1 Od NAILS, 2 ROWS, 3" WITH (12) 16d x 3 Z" NAILS TO GIRDER "gym' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA - ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1C GIRDER CONNECTOR(S) scALE:3/4"=r-o" DEPTH 1/4*D —HOLE EDGE >5/6" —HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM: — PLATE D NOTCHING D BORING LIMITS EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD ENGINEERED WOOD TRU SE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT HOP "ROOFIWALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WI H NOTE: A PT SYP #2 2" x 4", (9) 10d x 1 Z" NAILS 70 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5 W/ 1 Od NAILS, 2 ROWS, 3" MINIMUM CONCRET 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) SIDS ` 4"x2z"TO GIRDER B-(1)SIMPSON FGTR GIRDER TIEDOWN WITH (2) Z' x 5" TITEN HD TO CMU AND (18) SIDS4" x 1 x2, 2x WOOD FASCI 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOVMtS WITH 2x SECURED W/(3) GALV. COMMON NAI 6d S. (2) z' x 57ITEN HD TO CMU AND (18) SIDS a x 3" 1x2 SECURED W/ 10 MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAI S BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b C !, GIRDER CONNECTORS) scaLE:3/4"=r-o" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) 91 # 1100 UPLIFT SIMPSON HTSM20 W/101 dT0 TRUSS AND (4) /4" x 2114" TITEN 2 ANCHORS TO CONT POURED INTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W11010d 1-0 TRUSS AND (4) /4"x21/4" TITEN2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATI MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRU: I \I I _I TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 BTM. CHORD BRACING 6-0" O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d- DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. /"'� BTM. CHORD BRACING (2) 2X4 No.2 SYP DIAL. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG'BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) 'X' BRACE 30 1" TO 60 -0 (3) "X" BRACE (1) 'X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END 2x WOOD FASCIA, SEE ARCHITECTURAL PRE -ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEESCHEDULE FOR - BOND BEAM REQ. 1pReviewed for Code Compliance Universal Engineering Sciences 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 112" DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)1Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END SCALE:3/4"=1'-0" PRE—ENG'D TRUSS SCALE: 3/4"=1' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED,', CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENTTO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=1'41 x EDDY N no s` ;, CDC CREEKSIDE PHASE 2 LOT #88 PROJECT 04321.200 088R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 19✓�Tl ii x] . . ' ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDER5, o.,J AR NO 1730 ® =w PRINT 2126 DATE: 02 / / SCALE:1/4" 1'-01' SEMET Sae 1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0 J.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK WI 112" DIA. ANCHOR BOLT W12" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED- AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE WI 12d's 8" O.C. MAX • / '31iWRe_ CONC. POURED\ . LINTEL. COURSE CONT. 2X4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O_C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE- 3/4"=1'-U Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #88 PROJECT# 04321.200 088R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" SIPMET S3.171-3 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. {AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 01-0" TO 30'-D" (1) "X" BRACE 30'-l" TO 60'-0',(3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X' BRACE @ CENTER (2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10"HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" .p ,, SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2. 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG"D TRUSS W/ HIP RETURN SCALE 3/4"=1'-0" A VTCR SPACING (1) AT EA A \In rl n1. PRE—ENGINEERL_� VALLEY TRUSS CONNECTION N.T.S. Reviewed for Code Compliance LB Universal n veneering 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, RORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 `°` �:Z7, e 8a LOT. - I�..r,,4r_ �T CREEKSIDEI PHASE 2 s LOT #88 Imp PROJECT# 04321.200 088R1 :] MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHff ECT- STATE OF FLORIDA r FEB 2 ,6 2021 MICHAEL C. ANDERSON AR NO 17305 � pppPRINT 21 26 DATE: 02 / I SCALE: 1/4"=1'-0 SHEET S3. 1 C i a -END r _ _ _ _ Mai NA ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.60) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" - RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT. + / 0.18 ' GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: - - PROVIDE fi%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT � NON -BEARING WOOD WA ' 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 - ACI BUILDING CODE REQUIREMENTS - VAPOR BARRIER MEMBRANE a. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VUNDER ALL SLABS -ON -GROUND '�..5TRUCTURAL CONCRETE, TM5402/602-16 AISI SPECIFICATION FOR THE"DESIGN OF FOR:STRUCTURAL COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. S SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. HERE INDICATED ON CRIPPLERS, SILLS, ETC ELASTICITY = 1,400 000 P ', PRESSURE TREATED. PR ALL '!DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE: PROJECT, FORM -WORK, SHORING AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, SHALL BE RATED TO RET _ CORROBORATE TETRAHI LLS, REASON SHALL BE RATE! EXCEPT 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 EDITION"RECOMMENDED PRACTICE. FOR CONCRETE FORM -WORK. CONTAINS MORE THAN'Y TRUSS TO STRU ALL (DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: :' MINIMUM NAILING PER FE ` April 21, 2021 TO THE ATTENTION OF THE ARCHITECT PRIOR: TO PROCEEDING WITH THE AFFECTED PART I ISO WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION OR OTHER NON S ING,SSOUNDSEPARATION,OR OTHER UCTURAL ITEMS OF THE WORK.ZJCTURAL.DEPENDING ARE NOTPAR OF THE STRUCTURAL SAS THEY ARE NOT TO BE STR PROVIDE SOLID BLOCKIN - - Planning & Development Services ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE THE�'�,STRUCTUREIS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING BY OTHERS, SYP #2. BUIIChrig & Code Regulation Division is COMPLETE. 'S IT IS THE CONTRACTORRESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHAL 2300 Virgillia.Ave. SEQUENCES TO INSURE SAFETY THE BUILDING AND ITS COMPONENTS. WELDED WIRE MESH: AT BEARING LOCATIONS Fort Pierce, FI. 34982 CUR NG ERECTION. THIS WORK INCLUDES. THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al64/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE 772 462-2172 WOOD TRUSSES: ,i ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH H FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3-0 OC, EACH WAY, TO BE DESIGNED AND FA - - -. RE: Permit REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER - - SEALED BY A PROFESSIC -. - D.R. Horton Homes _ DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: ', Creekside Lot 88 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 S CONNECTOR PLATES SHi - BE ASTM A615 MEETING THE REQUIREM -. Response Letter GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND.PL.AC PLACED . IN ACCORDANCE DE IGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND, SPECIFICATIONS. DESIGN, FABRICATE AN[ CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TOFABRICA ION. HORIZONTAL STANDARDS FOR METAL . For the above fisted project, the plans Indicate 7/16 roof Sheathing On Sheet SNl. AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT RO R. LIVE LOAD FLOOR: LIVE LOAD 40 psf '.. REVIEW. !0 ENGINEER'S ICOMMENTARY AND REC( This 1S an error Ori the plans. The COTTOCt eallOUt Shall be 19/32" Sheathing thickness and 20 psf TOP CHORD -non-concurrent TYP: MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36"I BTM WOOD TRUSSES. the correct reference for wind pressures is ASCE 7-16 reference. 10 psf CHORD -nor,-concurrent #5 BAR - 30" #7 BAR - 42"�I , TRUSS MANUFACTURER PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSE. DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. I INTERSECTIONS OF HIGH 15. pef TOP CHORD 20 psf TOP CHORD - - (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SEA 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTACTOR SHALL SUI BALCONY LIVE LOAD '. 6D psf WALL - �I I" TRUSSES/GIRDERS TO CI -- STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND COR WIN DEAD LOAD SPEED GUST ERS. DOWEL ROOF & FLOOR LAYOUTS �OSSIBLE. {ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER 020) XPOSUSECONDC,RI DETERMINATIONS, FEASI LIVE LOADS'. UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING TO ACCOMMODATE S SPAN&ALL TF LAYOUT, - - AFFECT STEEL THE T ST0�2AGE. 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS. 30psf, BALCONIES (EXTERIOR) E INSTALLATION THE STRUCTURA iOF EMBEDDED ITEMS _ ANDDECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. .STRUCTURAL ENGINEER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf,-STAIRS: PROVIDE ENGINEERED S , '- MASONRY• 40psf„ PLAN SHOWING COMPON WIN MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OFTHE LICENSED PROFESSIONA •SHOP DRAWING' REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOILS MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES _S PUBLISHED BY THE HURRICANE STRAPS CONSTRUCTION SCHEDU - OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. ril PROVIDED BY THE TRUS: - Should you have an questions, lease feel free t0 OOritaCt e: y Y q OriS, p COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS', DIMENSIONS, ETC. THE O� - - - - ALL SHOP DRAWINGS BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT SHOP .ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C 90 GRADE I'm 2000 P PSI, BLOCK SHALL RUNNING BOND UNLESS OTHERVNS 'N T LAY-UP M N E O ED A50 RY WALLS TO BOTTOM OF BE PLACED USING i �IE BEAMS BEFORE Ilu OF THE DELEGATED TRU - -- - Sincere r AND CLADDING WIND LO/ -. ROOF DIAPIiRAOM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 7116" STRUCTURAL DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED DRAWINGS IN THEFORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILE MASONRY CELLS SHALL COMPLY WITH _ ALL TRUSS TO TRUSS CC -' �- - - - „ SHEATHING EXP 1(24/1.6) or 15/32 STRUCTURAL SHEATHING EXP 1 SHEATHING IT OUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN.ALL.INSTANCES'.THE CONTACT. E ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT $8 DAYS, UNLESS - -- METAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED,. UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAV A MAXIMUM 3/8" STRUCTURAL AL SHEATIHING EXP 1 32//116 SEERTABLE OR FIELD AND ( ) ( FASTENER WRI ING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MEC, ANICAL VIBRATION - �--•'"� EDGE SPACING) SEE DETAIL. SCHEDULE TO CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINT S NAIL REQUIREMENTS Q OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 1 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O S B. PLY WITH Sd RING SHANK GUN NAILS AT 4" D.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16"(ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n,2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r' 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD Ed RING SHANK GUN NAILS@ 4" O.C. TOP & BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT I CO J a /n Z LJ z C7 (7 W Y @ 2 O z W F NDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE - 111�R / FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 sf, FOOTING ' P u PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS ',1�ID.�1 eI C. AriderSOTkT'`.= EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 /o OF THE SHALL BE 318" THICK UNLESS. OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO ' - �.- - yy-� - MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. Fl(rud &rchitscxkxk 73OS SOIL FOR TERMITE PROTECTION. FILL. CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS A �D/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE - GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 2194 Hwy.AIA, Suite 301 Indian Harbour Beach, FL 32937 + Phone: (321) 802-3591 LAP VERTICAL REBAR 6 X$AR NO. (48 BAR DIAMETERS)., U.N.O. - CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE - - - www.abdesigngroup.com - : DESIGN BEARING CAPACITY, MINIMUM D AND THAT THE COMPACTION. REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: - - - - BE MADE BY THE GEO TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE I '. CONCRETE: SPECIFICATIONS FOR THE DESIGN FABRICATION AND: ERECTION OF STRUCTURAL STEE FOR BUILDINGS, .SVBDIVV. de LOT: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM C REEKSIDE A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTMA53/A53M, GRADE , TYPE E OR S, Fy = I 2,500 P51 REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. : PHASET s (7 _ Z ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR d0 LEVELING. ALL - Q O T 88 F- OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNE ELEMENT. BOLTS CI # O o CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT .EXCEED S"+!- PRIOR TOTHE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. , PROJECT to CON RETE 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 MAXIMUM A 11 04321. 200 088 R1 ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE TIME ALLOWED FROM WHEN : POSITION WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED: IN ITS FINAL SHALL NOT EXCEED:90 MINUTES. IF FOR ANY REASON - ?,me% TrT , V BUILDING LENGTH U THE E IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BET E RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY 4E BB„ 1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING NON OMPLIANCE WITH THE ABOVE 1e >> . 1825—CALL FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOWS'.. .i A 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. GARAGE S VfMG4: i NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1 TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1 1/2 FOR #5 AND SMALLER 7' LEFT 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2 FOR 96 AND LARGER" BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C FOR CONCRETE NOT EXPOSED TO WEATHER ]PAGE: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 II C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING YP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314 T&O SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS DETAILS a li FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION. SIZE TYPE SPACING. REMARKS APPLICATION SIZE TYPE SPACING REMARKS. 1x2 PT FURRING TO MASONRY / CONC. CASE HARDENED COIL NAIL 1 112" LONG 8" O/C GARAGE DOOR BUCK TO MASONRY/CONC. 1/4" DIA. NO WASHER TAPCON MASONRY FASTENER 8 O/C 1 1YC EMBED., 4" END DIST., 1 1f1" EDGE DIST. SGD AL: EXT. DOORS ix PT SEE NOTE 8 .CASE HARDENED COIL NAIL 1 1!2" LONG 9" ER STAGGERED WIINI0 MAOOR/ FASTENED INTO MASONRY/GONG GARAGE DOOR BUCK TOMASONRY/GONG 318"DIA. OR 1/2" DIA. EXPANSION BOLT 16" O/C (82" DIA) 24" O/C (3/8" DW) q" EMBED., E END DIST., 3" EDGE DIST W/ WASHER WINDOWBUCK CASE HARDENED COIL 9.1 O/C WINDOW/DOOR/FASTENED METAL. STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG STAGGERED INTO MASONRY/CONC. MASONRY / CONC REQUIREMENTS EXT. SWING DOOR (2)3/i6"DIA TAPCON" 18 DID 11/2 EMBED B END. NOWBEARING W000 12"" EXPANSION 4"EMBED. 4".END BUCK 2x PT.. SEE NOTE 6 NO WASHER FASTNER DIST, 1 1/2" EDGE DIST WALL TO CONC. SLAB W/ WASHER BOLT 24„O/C DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0738'PAF x21/8 o"O/C 4" EN'DIST PT TO STEEL COL., SEE W/WASHER STAGGERED ..112" EDGE DIST. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND, EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SEAS PER. MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL. SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI. X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL. BE THE STRICTER REQUIREMENT. F THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR, VVI14DOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH AWOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TARPONS OR PAF TO THE SUBSTRATE. i 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 b 2021 MICHAEL C. ANDERSON AR NO T7305 ' PRINT 21 26 4 DATE: 02 / / SCALE: 1/4"=f—O"