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HomeMy WebLinkAboutBuilding Plansa 4 99 99 028 -_ - WMN OR IV 100 AN a '` \� \ a\� \ \aa\\ \� \ \\\\\u\ \h Dhomb ass �a as \ \aa\a\ft \\� \ \\\��� \\S\\\\\\\\\���\a \ ems\ \\\ \"\\"" \ \\o\a \ \ \�` \\ \ \1\0000 � \\4 \� \o\\o� \aow- boo\ �� \\� 4400M\ ��` ?��� ! qI i1 p A ' 1430 CULMEFR [DRIVE NE, PALM BAY, EL 32907 Tel= (321) 733-7092 max= (321) 733-7972 " STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY FL 32907 I TEL: (321) 733-7092 FAX: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -IwpjDA BUIIAING CODE, RESIDENTIAL, 7TII EDITION (2020) -AIL 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 - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABv. AL ALT. ALT. AMP BD. Cl. CAB CLG. CLR. CONC. CPT c. CT, D. DBL D.G. DIA, DIM. DISP DP. DR D S DTL. D W FA. ELEV. EQ. EXHf. EXT 1'-(i:-FX. F.G. FIN. FIR. FLUOR, FR. DR. FTG, GA. GAR. DISP G.F.I. GL. GYP. BD. H.B. H.C. IIDR. BUT. OR FIT ISSUE. ENT, ABovr, r.,ay. AIR DJUSTA CONDITIONING LL , ADJUSTABLE MC. ALTERNATE MFR, AMPERAGE MIN. BOARD M.T. CENTERLINE MET) CABINET MTL. CEILING N T.S. CLEAR O.C. CONCRETE PL CARPET PB DRYER Tlr.g PH. DRYER PLr, DOUBLE PLYWD DUAL GLAZED PR. DIAMETER P.T. DFAE'NSION R. DISPOSAL RAD. DEEP R A.G. DOOR RET. DOWNSPOUT RM DETAIL. R.O. DISHWASHHR S.0 EACH S.D. ELEVATION S.H. EQUAL SITE - . EXHAUSTSHTHG EXTERIOR SFIIIR FIXED GLASS SIM. FUEL OAS SL FINISH' ST. GI, FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.0 GROUND -FAULT CIRCUIT T.O.P. GLASSINTERRUPTER T P TYP. GYPSUM BOARD U.N.O. HOSE BIB HOLLOWCORE Y.P. HEADER W. HEIGHT Wv INSULATION WD. INTERIOR WDW. W H W.i. LAVATORY MEDINOUS MEDICEACTURFNT:T M4NUFACT[!RER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY I INF PLSHBUrTON PHONE PLATr PLYWOOD PAIR- PRESSURE TREATED RISER RADIUS RETURN AIR GRILI RP.FRIGPRATOR ROOM ROUGH OPENING SOLID CORE FXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED QLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF w.nsHER WITH WOOD WINDOW WATER IMATER WROUGHT IRON DATE DESCRIPTION O1/26/18 GD's lssuED ARCHITECTURAL SHEET DESCRIPTION OI/I5/I8 --,— 20I1 FBG UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN " �� PG A2C-ELEVATION C PG E1-ELECTRICAL PLAN P1-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS 01116AB - CD'SRE-ISSUED 02121AB -- SIDING ELEVATIONS ADDED 03/26/18 _ CD'SRE-ISSUED 04/19/I8 - FOOTING REVISION PER M. BOWES 06/2l/I8 --. - CD'S RE ISSUED 02/113/19 _ ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/2849 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/I9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELBA STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 . A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 SQ.•�� FT. 1' 1 � 04/24/19 _ REVISED HVAC VOLUMES ON SaT C:ALC SCHEDULE (MELB.) LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 813 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.S CU. FT. n < O(DA2/19 ADDED 'EXTERIOR MONO DEEP F:OOTER' DETAIL 12/51.IA (ORU 06/21/19 ADDED LED LIGHTS B KITCHEN t BATH PER MARK ROUES ®l/19/19 ADDED STONE OPTION ELEVATION G t D (TAMPA) 09/11/19 ELEVATION 'G' SIDING -ADDED L(MVER s GABLE ROOF 10/25/113 ADDED OPT. W-O' CEILING HEIGHTS 01/01/20 - REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 -- REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09/20 - — OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER 04/09/20 OPT. B' 0' CLG. HET. ELEVATION'G'- REVISED HEIGHT OF ARCHWAY _._ 05/06/20 ADDED ELEVATIONS 'L' t r�' (ors) STRUCTURAL SHEET DESCRIPTION 01AW20 �- ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN - a�0q- (099� f� CEIVED ov01rz1 _ 2020 MC UPDATE DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS — — - DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3.1A-DETAILS _ 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 PG PG PG S3.113-DETAILS S3.1C-DETAILS SNl -DETAILS APR 3 0 2021 ST. Lucie County, Permitting 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 e . Reviewed for Code Compliance rsalEnngIn Wnlveeering 91 — 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. - 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 STJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL: 4EBB �, "1828-CALI GARAGE SITING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA i MAR ' 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03Ol21 / / SCALE: 1/4"=1'-O" SHEET CI N II. GENERAL NOTES SITEWM TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RE 1DENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT) 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS'ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERI IR 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 DE13RIS IBY FINISH GRADES, PLANTING AND IRRIGATION C. SOUTHERN PINE INSPECTION BUREAU THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTEC IONS SHALL BE , I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED,IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2 ,r 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR, SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR S SHALL L BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS T THEIATTENTION OF THE ARCHITECT:IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WIT THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS THE WORK. IN THE 5. ALL BA AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE GRANULAR FILL. PLACE IN $" LAYERS 2 ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. CONTRACT DOCUMENTS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTR CTION AND/OR AND COMPACT COMPKFILLACT MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE WITH 3 MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. � ' � H LL BUILDING SITE SHALL BE KEPT DRY SO"�`'NAT EROSION WILL NO` OCCUR IN THE FOUNDATIONS. . 4: NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, w 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 SHflATH'ING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR : 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURI G 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLOYBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY INES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SLFIPLY LINES SHALL BE CPVC OR UPONOR PEX "A" CROSS -LINKED POLYETHYLENE WITH F1960 FITTINGS. ( ) & CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40),INSULATED WITH 1/2. AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH I- ECT�ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH. GRADE 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT SI ACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE S PPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 1. GARAGE DOOR DRAWING. 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET' 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. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WAJJL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 RA A SIDE SHALL E PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE S A L B QUIPPED QU WITH APPLICATION OF`THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE F 0 COMPLIANCE BE ISSUED TO-fHE THE WALL FOR A CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301 2(2) AS MODIFIED BY FBCR SOLID WOOD DOORS NOT LESS THAN 1 318'INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R30 .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 EXTERpR FIN HES 3: AS PER SECTION R302.5.2: DUCTS IN THE i GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPA TINE THE AND CONSUMERSERVICES." AGRICULTURE1. WHEN PLA TERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPE11 NINGS I TO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C92 -1 k ASTM-Cl063-19a & ASTM-Cl787: 4. T SHALL SEPARATED FROM THE RESIDENCE AND IT ATTIC AS PER SECTION R302:6 &TABLE R302.6. HE GARAGES. L BE S 0S C REA BY t�OT 3. LATH & AC ESORIES PER ASTM-C-1063-19a &R703.7.1, ALL STUCCO APPLICATION. DETAILS, INCLUDING BUT NOT LIMITED T0: LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO TH'E GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE # r' A L STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, "Ll FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE, STRUCTURE SUPPORTING THE SEPARATIONS ALL LSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT y' ° WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS ° WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. a FIRE PMWANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1, EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE " " DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER t / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. S Reviewed for Code Compliance Universal Engineering sciences C`INTROL DATE: 12/10/20 (RM) t I 2194 H WY A1A, SUITE 301 INDIAN OUR BEACH. FLORIDA9 LORIDA 7 3 3 PH:321-802-3591 www.abdesigngroup.com \ AA #: 0003325, I i i, f K p II K[ry Nkll S un • I F:. m k ft, M >�4`�3LTBDIV. 8e LOT: jCREEKSIDE K PHASE 2 LOT #125 PROJECT# 04321.201 125R1 •ti. a 4EBB "1828-CALI" GARAGE 9W114 r LEFT PAGE: 3 GENERAL NOTES t 1.60 MPH EXP. Cif" s 4 e SROUND WIND DESIGN SEISMIC SUBJECT TO DAM ACsE FROM WINTER I ICE BARRIER FLOOD AIR MEAN SNOW SPEEp tOPOGRAPHIG DESIGN WEgTHERING' MOST LINE TERMITE DESIGN UNDERTLAYMENt HAZARpS a FREEZING ANUAL LOAD (MPH) EFFECTS" CAT4GORY` DEPTH ° TEMP' REQUIRED" INDEX' TEMPS NA 160 C I NA NEGLI BABLE NA IvERY HEAVY1 42 1 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL i!E IN ACCORDANCE WITH SECTION FBC 1002.91 THROUGH MC R302.9.4 FLAME SPREAD AND SMOKE —DEVELOPED INDEX FOR INSULATION SHALL BE'IN ACCORDANCE WITH SECTION FBC W02.10.1 THROUGH Pi R302.109 I 3S1_gll 211 -- 111 OII 12' 811 161-011 91 811 , 411 ©C2H EGRESS E(2)3 52-SH ROOM LANAI a' -a' CLCG. al c1.G. II -oil 10'-01, El ro 0 ®6068 SLs.D. BEDROOM #I a,_e, CLG — — — — DINING 2x8 B ROOM N a'-8' • , I `r Al - 51 -0.II 41_SI ,4 I'`I0"I I_ II .'1'I_4' -511 IV'-llll V I , ■ WG. _ _1R- SIN BATI V. — - d 8-6 CLG 4 WIC.I b36 -� 36°x60' v.IC. e I ---- --- ii---� SHWR PANcq W/ ENCL - J .1 I i REFI -S IR-1 H ab36 b24 �0 21 g11:II 3' (p°I IOTCfIEN A--- 1R-1SH i 4 I,-- QLA8� C GY 5' Sa 11 6'-011 2'-4. n-o-' 61-51, B b36 RANGE N PAN. CID I111 IL Al Q —_`r 8'-8' CLG M I I111 11-� I_ BEDROOM #4 J I I I O—o �,� ARCH vP © 3-SH Ql'L----J' — rn DEN C. at _ a a CL& u I I `° �v' 49 _ry CNI 1— n I 1 u 1_ a I— 11 1 1—all , _ 8 4 811 3 4 3 0 v 20 AItu �I I r II v ifill i BEDROOM #3 a L--�—� `Y�'L'MT. LI 3'-5II /-SII 31_411 >0 IV — 22'x54' 0 I I ® WC. OND ATTIC O L ACCESS J A LAV. C5 BOLLARD Q I I Al vl BL AS I c0 I I /y' BATI'I #2 m 73 PER E3LDG. I I I V-8' CL.G, CODE - "m GARAGE h C 'e a' -a' CLG -' — — — UlV. 21_411 tyER utua 8 BEDROOM #2 e 31�1 121 TRANS T__ 5 1/2" 3 5 I/2" ENTRY ARCH _ m 'v gl o`EGRESSS" -------------------- - 0 { x i 21-811 10 -011 2' 8" 3` 10" 10' 2' 4,41, 141-0' 3 � Q11 v 1 I _ m �0^ YI U1 NN N w � 1IIIL�LLL — cf)t a T 0 IN IN IN c FLOOR PLAN SCALE: 1/4' = 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 -GORE 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 5E EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR'BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-I. -CEILING R VALU� TO BE R-30 IN:ALCULATIONS ULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWIQBLE SOFTWARE TOLERANCES. OPENING INFORII'ATION BELOW ISI� IRECTLY FROM THE PLAN SET. U-VALUE AND'SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER 1IS LISTED IN THE ORESPECTIVE PRODUCT SPECIFICATIONS i I MEN -®■E MOM ■©� 0=1N�NE W=MN®■ t1aM �®■= OWN —®■® ® ®NN■® SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. Ft. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.E CU. FT. COUPON ENT AND CLADDING WIND LOADS BASIC WIND E7 OMW FOR 3 SECOND GUSTS y OPENINGS SOUARE ZONE 100 MPH WID (lent) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR 6WING�� 18 5 33/-43 DR MIN. CRITERIA F S.G.D. MIN. 41 5 31/-39 k CRITERIA 80-10 O-H.D- 56 5 29.7/-3T3 12'x12' SOFFIT 1 5 3'13/-4`l BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDGM 1 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 OV01121 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. ° ARCH DTL. B SCAL 6 1/2 - I'-& Reviewed for Code Compliance Universal Engineering Sciences Q411 DBL. TOP PLATE 0 BAR DETAIL (A: SCALE:1/2' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 IL r, I r I� d I; s gu _N�1� IIlk r mmoll ci°�'A..,7377,7;'@7a „fir LAO T'! ',:. CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODAL: I 4EBB '' "1828—CALI" GARAGE SWING. t LEFT PIAGE: I.I FLOOR c; PLAN 160 MPH EXP. C ARCHfTECT STATE OF FLOI MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 030121 / / SCALE: 1/4"=1'-0" SHEET t a EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT - • FI� S - 4' FREIZE (SAND 6 6 A 7B F I u 2 V-8" BRCS. Hr=T_ - - A UJA1--------- OPT. COACH LIGHT b EQUAL EQUAL Tp CONTROL JOIN TO CONTROL . II ®I ICI ICI ICI o Him III Fiji ICI I�lil�l I®I IM FRONT ELEVATION SCALE: 1/4 = 1'-0' I TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS F`Erq FBOR -103.4 SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 9® V RAISED BAND (tYF°.) UAI A -S" BR ", - - - - 8'AS. NGT. 1_0 16'X60' FYPON DECORATIVE 48 SHUTTERS OR A QUIVALENT ITY . EIEIE� 4' RAISED BAND CTYPJ ------- I I o0 -0' FIN. FLR. OFF RIDGE t 4B A 0'-0" FIN_ FLR. I OFF RIDGE t l�6 ]REAR ELEVATION SCALE: 1/4 = I'; 0' TEXTURED FINISH 5!!G. HGT. - _---- ti8 -8" BRCS. +4GT. 0'-0" FIN. FLR.h---------— - — - — - — - — - — - — - — - --� --- - — - - — - ---- - J40'-0" FIN. FLR. Y LEFT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT 12 i I 8'-S" BRCS. NCxT. 1-01 m -0` FIN. FLR. 0' - V BRCS, I-ICsT. 4B A TYP. II 0'_0" FIN. FLR. MODEL 1929-CALI-4EBB AREA OF ATTIC _ 2450 SQ.IFT. NET FREE VENTILATION AREA REQUIRED - 1/ 300 REQUIRED VENTILATION AREA - 2450 /300 _ 8.17 SQ. FT. 8.17' _ 1176 SQ,IN. MIN. REQUIREDVENTILATION - .4X 1176 IN UPPER PORTION OF ATTIC = 4704 SQ: IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA 138 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED - 3.41 TOTAL'#OF VENTS PROVIDED = 4 SOFFITVENTILATION AREA 7 SQ. IN. PERLINEARFT(net free < area) LINEAR FEET OF SOFFIT REQUIRI 67.20 Reviewed for Code Compliance Universal Engineering. sciences 2194 H WY A1A, SUITE 301 v INDIAN HARBOUR BEACH, n FLORIDA 32937 q PH: 321-802-3591 www. a bd es i gngrou p. co m AA #: 0003325 r , 4d� q ) j 1 k' � I Iq t kD 6+b I 14 M IG ?LE 03/01/21 SCALLE: 1/4"=1'-O" SHEET L 2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET EGUIPI=D WA3RNO FAUL INTElRUPTER (TAMPSR RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXf. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER SWITCH 4-WAY OPER I-ii 1-0 WALL MOUNTED LIG"T 77— CEILING LIGHT O LED CLG LIGHT ' ©VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF ` LIGHT ORECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN W/LIGHT I GFM PER SQ FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) `ES FLUORESCENT WRAP ® LIGHT AROUND AROUND (RECESSED) ® 4 FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE MNT.) T FLUORESCENT - 4'FLUORESCENT 4' TRACK LIGHT PANEL METER BATT. EACK-UP O �.D. SMOKE DETECTOR.. V HARDWIRE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® $/GO CANON MONOXIDE SMOKE DETECTOR COMBO INTERWtCA NEGTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS Il/ OUTLET 11111110- TELEPHONEJACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V UND. DISCONNECT ON THIS 9H ET Fi V I L—J 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 CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT , LIGHT STRIP nno 36' INCMNESCENT LIGHT STRIP nnnnnnnn r� 40'INCANDESGENT LIGHT STRIP FLOOD LIGHT ` OPT SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CFNMES USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR "ITH EDITION (2020) 4 NEC 21012 201-1 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M150T3 FBCR'iTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR -ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER ANQ T5% OF LIGHTING MUST BE ENERIGY EFFICIENT TYPE PER FBL- ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. ikh EDITION R404J OPT. ------------------ COACH LIGHT ELECTRICAL PLAN SCALE: 114' = 1'-0" CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN WP Panel MAIN -A PANEL: 8,116 wp crt. breaker VOLTAGE:. 1.2U 1240 V -1 Nri MAIN: 15U Amp M.C... Li FEEDER 3- 41 Gu Tl NN & 1 #f6 Cu (G) in 1 1rZ" C OR 3; #2/0 AL THWN & 1- #6 Cu,(G) In l 1f2"`C Wite Pole Bkr Description Watts Circuit Circuit Watts Description Bkr pole Wire #12 - 1 ----_ 20 ._-- Exterior Receptacle GFI for TUG __- - 1200 1 2 Space #12 2 --^--.-- ^_0 Irrigation Pump 1000 3 4 Space 6 5304 A/C C.U.-1.... 35 #8 J5aIe ---- --_ f 8 PANEL - A PANEL: 42 cit. l:reak1. VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M L:O, FEEDER 3-#1CuTHWN&1-#6Cu(G)in1112+C. OR 3-#2/0ALTHWN&1-#6Cu(G)in11/2"C. Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Role Wire #12 1 20 Small Appliance —�_ 1500 1 2 8000 Range 50 2 #6 #17_ 1 20 fflicrowase/ Hood GFI 1800 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Rehigerator 1500 '+ 8 #12 _ - 1 20 Dining -Room Lig'dts and ReceptaclesAFCI 1500 9 10 1200 Disposal GFI 20 1' '#12 #1 -_ 1 26 Bath #2 GFI.Recc-ptacles 1200 11 12 1500 Dishwasher GFI 20. 1 #€12 #14 1 15 Fover /Hall Bed. ##2 & #31 Bath#2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 _ _ 1 15 L"ong. Room, Lanai Lights AFCI 900 15 16 #14 #14 1 1 15 _ 15 _ Kit.^_hen and Pantry Lights &Rcpts.AFCI 900 17 18 1500 Washer GFl 20 1 #12 SD & GO AFCI 900 19 20 1000 Garage poor Opener GFI 20 1 # 12 #12 _ 1 2u Laundry '_Bed ;,4 i Den. AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24' 900 Bedroom #1 AFCI 15 1 #14 _ Space Space 25 26. 900 Bathroom #1 AFCI 15 1 #14 1 27 23 900 lExtenor Lights and Recept GFI 15 1 #14 - Space _ 29 30 1000 Imgatlon controls only 20 1' #12 Space 31 32 Space Space. --. 33 34 Space _ Space 35 36 Space _ Space _ 37 38 Space ##8 2 _ 35 A/C AHU_ 1 (Heater 5 KVA at 65% :5525 39 40 Space 41 4-2 Space - I oad suhjectto den) and factor cal cuIatlons l line 16000 27600 Load subject to demand factor calculations / line — Demand Factor Calculations; ABBREVIATIONS: AFCI; ARC FAULT CIRCUIT INTERRUPTER. NC: NON COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER _ To al load ;ie, t to demand factor 43600 _ _ First 10000 _att --- at 100% '10000 --- - --- Remaining ooire at 40A Total AW k:.x1 13440 10829 LOAD CALCULATION 15 BASED ON A/C NON -COINCIDENT LOAD Total Conn- (dl Load Walls 34269 Total Amps -Watts 240,chsj 142.0 General Lighting &Receptacle Load Total A/C Square Feet 1828 General Lts & Rec 3 W f Sq. Ft 5484, Hi Hats 1 at 65W/Li ht at 100% 65 Total General Lights& Rec (Watts:) 5549 Ckts# watts/ckt Total Watts General Lts.& Rec Panel A 1 91 6171 5549 I � I °1 - I I I e I I r I I M I I I � LED LIGHTING C DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY .WITH ELECTRICAL PROV1810N8 OF THE FBCR'1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THI-WHUN UNLESS NOTED OTHERWISE. r POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE eeCONDARF ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 PVC ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC CC41PANY PRIOR TO ED. Bevieweu to. erode Compliance Universal Engineering Sciences LED LIGHTING C SINGLE LAV. BATH 02 PROVIDE 342/0 CU, THWN + I% CU IN 2' CONDUIT ORB WO AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150ARP MCB TELEPHONE SERVICEI I I I ENTRANCE SERVICE ENTRANCE E P1ENi E� INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCR!ETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL: 4EBB "1828-CALI't GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 DATE DATE: 03 01 21 : SCALE: 1/4"=1'-0" SHEET EI i 1 9 T ¢ 9 b Y' 4 e F Y m a, a d � I e b t A q � e id ¢ Yf PLUMBING PLAN SCALE: 1/4 = I'-0' e 0 II KITCHEN SINK lL/ AUTO VENT 1-1/2' VTR I I i PLUMBING R 12 JN :HT) (ALTERNATE LEi=T) ISER DIAGRAM 1 2194 H WY A1A, SUITE m INDIAN HARBOUR BEA FLORIDA 32937 PH: 321-802-3592" www.abdesigngroup.c AA #: 0003325 �r� P a CCC� ei Qg i T J f �m w 4 ee�l� l F i 1 \gp 1,+, g kV Yi II �� wpp\ 4' J I1 vm� \�� � ill\ FG a 0 Z M `i a '14 �\ o� Fa H fd i e QA f ll F0 ?r WA, ¢,' �. U9g3 1 7 & LOT: CREEKSIDE ,. PHASE 2 €_ LOT #125 PROJECT# 04321.201/125R1 h, MODEL: �1 4EBB "1828—CALI"�; GARAGE SWINt LEFT �j PAGE: I PLUMBING PLAN i. r, 60 MPH EXP. Cam, ARCHrrECT- STATE OF FLORIDA uxr MAR 0 5 2021 "," MICHAEL C. ANDERSON � AR NO 17305 Reviewed for Code SCALES 174=V-0" Compliance Universal Engineering .SHEET 91 Sciences Id i h IF]L-------------- £ S. I2x12 12>02 LIVING ROOM LANAI I I OWNER'S SUITE I UIE DINING Imx6 I i Imx6 ROOM 1 12m CFM I Ioxb imx6 ® 120 CFM 120 CFM 454Flf�TI 0 El CFM -- — ---- �'� ----- -- 1 ® :__-- 99 8X4 I ]\\\u, El W.I.C. _ 8X4 I -- ,—•,--- 45 CFM 16 I i ��;` II ® I ' ------- u -- ; ; I 10X6 L� I I 1- 120 CFM --- CFmM i 8X4 i45 CFMKITCHENiill 11 0 — o 12X 12X16 I _ II g P S MA E ° }� DEN T� ® 4' 11LOUVER I BDRM.#3 E�© 16' I I PLANTATION 1 ` 1 1 I8m-m4 2 V I IMAX AIR 10X6 El SUSDIV. 8e LOT: 584.15 GFM -15 CFM CREEKSIDE _ PHASE 2 PA4 LOT # 12 5 O T PROJECT# 0 4, 41 -- 04321.201 125R1 O F — — — — — MODEL: 0 1 1 45 CFM I 6 4EBB -----� I I 45 CFM m " w C�r,l "1828 CALI II 12X8 GARAGE SWING: PASSII II THRU I BATH 2 ° LEFT PAGE: GARAGE 1mX6 FOYER 120 GF MECHANICAL PLAN ' I 1 BDRM•#2 160 MPH EXP. C --- R—VALUE SCHEDULE e I • ENTRY I FLOOR e I SLAB ON GRADE R-m _ EXTERIOR WALLS -------------------- o Ell FRAMED WDSU ADJACENT R- 3I e FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-3m DATE: 03/01/21 MECHANICAL PLAN SCAT :1/4"=1'-O" SCALE- 1/4 - I -m' Reviewed for Code Compliance ,CjHL,'F,"I' ® Universal Engineering Sciences bbb t 2X4 TOP PLATE o PER FLR 3 5/8, OR 5 3/81, PLAN 1/2' DRYWALL TOP CHANNEL (25 FIRE -FAB TRUSS 3 5/8, OR 5 3/8, GA.) I/2' DRYWALL CORdER BEAD I/2' CLCs- BOARD METAL STUDS 24O.C. 1/2' THICK Y GOAT S' CMU SEE - 20 GA METAL TO BE 3 5/8' OR PORTLAND CEMENT PLASTER APPLIEDtIa�TNrEM� R ' I INSTALLED IN WALLS 5 3/8' DIRECTLY TO NOTE: STUDS IN RECEIVING UPPER/ MASONRY PARTITIONS SUPPORTING LOWER CABINETS BOTTOM CHANNEL 5" DIA. SLEEVE, ATTACHED TO FILL CELL AS PER 1/2' DRYWALL WALL HUNG PLUMBING AND TUB/SHOWER 25 GA. METAL TO BE (25 GA.) Do NOT GUT PRODUCT APPROVAL REO. FIXTURES AND WALL INSTALLED IN ALL SECURED REBAR _--�'-CAULKAND SEAL a ALANTCKER 4on CABINETS SHALL BE NOT OTHER WALLS. STUDS TO GONG PIPE II1EATHERSTRIP LESS THAN 2x4, WHERE TO BE. SPACED 16" FLOOR W/ aae LrW MOULDING ALL SPACED NOT MORE O.G. AT 2NP FLOOR 3/4' PAF k BOND BEAM DO NOT CUT i' PVc SLEEVE FOR GM Lrt� AROUND (BY DOOR MANIIFJ SECURE $T. 2X4 WOOD scups •24' THAN :16' O.G. OR, NOT WALLS to t0 WOOD FLOOR W/ SOLID GROUT THE BOND ®' CMU TIRAC STEEL PLATE TO SLAB STAIR WELLS AND ELLS AND W/ (I)- S BEAM e-v�' err. �. sD. FASTENED DBIeacKETs W/ 10d MASONRY O.C. LESS THAN 2x6, WHERE BATHROOM WALLS W/ 1/4' WOOD C2) COURSE R1=BARS WOM MAaE WOOD JAMB PER PRODUCT GALV. STEEL NAIL s 32' O.C. SPACED NOT MORE TILE FINISH SCREW APPROVAL REa ' N. IMI OVERHEAD DOOR BY OTHERS MAX THAN 24" O.G. WOOD BASEBOARD ~ '^ tl TRTICAL O ASTTMEWD EOM • TRACK BRACKETS CONC. SLAB PpROVAL REa -®' FIN. FLR 1—STORY FINISH FLOOR TYP.INT. WALL METAL STUDS 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS 1 TYP. INT. WALL NON-BRG. 1A NON-BRG. D1 SCALE: I/2'=I'-0" D1 SCALE: 3/4"=1'-0" E°''•''-0° D1 �" D1 SCALE: 11/2'=1'-0" D1 SCALE:3/4'=1'-O' 0 FIBERGLASS SHINGLES WITH UNDERLAYMENT' AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8' GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH Cl-G. BOARD VAtION SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER m„ tY� ELEVATIONS VENTED SOFFIT - R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2- THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' OG. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY •. WOOD BASE . • 0'-0' FIN. FLR a t d n A. a a - a atl 'a W/ WINDQW OPENING TYP. WALL SECTION B NO OPENING S• 2-1- : PER SECTION FBCR Wrp.1.1 - FOR 4 1-STORY HIP BLOCK WALL ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LATER UNDERLAYMENT p� SCALE: 3/4'=1'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED F.5UT MUST BE PER ASTM • D226 TYPE II, ASTM D 486g TYPE IV, OR ASTM D 6-I5-1 FIBERGLASS SHINGLES—., WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL- DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED I 2x P.T. SECURED PER STRUCTURAL DETAILS ig /-2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES ,,—PER STRUCTURAL DETAILS -STIFFBACK AT ALL UPRIGHTS- - PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS _ - PER ELEVATION CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENEY CODE FORMS F INSULATION R-VALUES ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. 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 is ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Ix2 P.T. FURRING STRIPS ® 24' O.C. 1/2' THICK, 2 GOAT 1/2' GYP. WL. BD. PORTLAND CEMENT CMU WOOD BASE— 8' PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ 0'-0' FIN R. a, CMU a. d W WINDOW OPENING �LYP. WALL SECTION A L NO OPENING 5 1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4' = I' -m' 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 -ill- All exterior fenestration products shall be sealed at the juncture with the building Wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 512, 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.abdesigngroup.com AA #: 0003325 SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03O121 / / SCALE: 1 /4"=1' — 0" SHEET D1 TOP: 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUT OR W/ (2) 1/2' X S' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT O o o J SECURE 2x4 ON FLAT TO BLK 0 W/ MASONRY . W0 NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (1) WITHIN B' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. t 91, 1 IE NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (:f)BUCK ATTACHMENT D .SCALE: 1/2--1'-V m 2X4: 101 SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU I/2' DRYWALL 4 19' O.C. MAX SPACING. lx4 P.T. OR 5/4'X4' MIN. 1/2' DRYWALL SECURE THRU FRAME 4 ❑ 1'X4' 2X8: EXTEND I-I/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' BLOCK W/ 3/16' W/(2) 3/I6' TAPCONS P.T. NAILER iAPCONS DOOR CASING (MIN. SHANK SIZE .145 11 1/16' O.SB. X 4' MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN W OF EACH END DOOR JAMB OR WINDOW 4 18' O.C. MAX 4 18' OL. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/40) JAMB (DO NOT EXCEED 1/4') DOOR JAMB To BLOCK +3/4" OR +5/4" DOORJAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +3/4" OR +5/4" /1WINDOW TO BLOCK +1 15/16" ` N 2X4: 101 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X(P: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.C. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" VYINDOW TO BLOCK +1 1/2" B e y 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. WEAD.SIZE 300 MIN_ EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX ° SPACING. NOTE: STRUCTURAL 2X MUST BE OUTSIDE 4 SECURED 2X6: CEO THROUGH THROUGH NON-STRUCTURAL SECURE TO BLOCK SEC E T LOCK 3/16' TAPCON MIN. 1-1/4' TA EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU 4 18' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ❑ SECURE TO BLOCK I'X4' W/(2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" rrZNDOW TO BLOCK +2 1/4" 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OP 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 1 114'. WITHIN 8' OF EACH END S' CMU 4 10' O.G. MAX SPACING. I/2' DRYWALL 2X8: ® ❑ SECURE TO BLOCK I'X4' W/(2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CA51NG MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 0119V 4 18' O.G. MAX SPACINCs. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E lunry .. 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 5' OF EACH END 4 18' O.C. MAX SPACING. 2X8: C2= SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 5' OF EACH END 4 10' O.C. MAX SPACING. H � 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER 7/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" G IIINDOW TO BLOCK +3 7/16" I 2X4: ® 2X4: CEO SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN- EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18' O.G. MAX END 4 18' O.C. MAX Reviewed for Code SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING- NOTE: STRUCTURAL 2X MUST BE Compliance 2X6: ® ON OUTSIDE 4 SECURED 2X6= ® ON OUTSIDE 4 SECURED Universal Engineering SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL Sciences 3/I6' TAPGON MIN. I-I/4' W/(2) 1/4' TAPCONS (MIN. 3/16' TAPGON MIN. I-I/4' (MIN. SHA311VNK SIZE .1S (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4') 8 CMU EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN S' OF EACH END 8' CMU 4 18' O.G. MAX SPACING. 1/2' DRYWALL 4 10' O.C. MAX SPACING. 1/2' DRYWALL 2X8: CEO P.T. NAILER 2X8: ® ❑ I'X4' O x ' y r_., CMU }' DRYWALL SECURE TO BLOCK SECURE 70 BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING W/(2) 1/4' TAPGONS 1' P.T. X 4' MIN. .... lu r IX FURRING (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 � ::-:•_:.:-:se• MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 113 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CASING RIP 2X10 TO WITHIN 8' OF EACH END MEMBER WK2n2d WITHIN 5- WITHIN 8' OF EACH END DOOR 8-1/81W 4 18' OZ. MAX OF EACH END 4 6' TO 8' O.G. MAX 4 18' O.G. MAX FRAMING HOLD FLUBH TO SPACING. SPACING. -- INTERIOR FACE DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW OF DRYWALL ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMBENTRY DOOR BUCK JAMB (DO NOT EXCEED 1/47 JAMB (DO NOT EXCEED 1/4') % 1ENTRY EMENTS DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" I1 Kra " WINDOW TO BLOCK +3 3/4" F H 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 #125 PROJECT* 04321.201 125R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: MAR 0 5 W, MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 03 Ol 21 SCALE: 1/4"=1'-0" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES M " PREFORMED CONTROL JOINT i' THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS T PLASTER BE WIRED TIED TO LATH o 9' WRB LAYER 02, FORTIRBER O.G. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAYBE USED TO TEMP.' FASTENED •T' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER 01, FASTENERS TO BE SPACED STUCCO WRAP •'T' O.G. MAX VERTICALLY WOOD SHEATHING OR 1/16' ZIP SHEATHING I SYSTEM NNSTALLED PER I MAIQI= adPrA ) \ s' TO GAF MIN. LATH SHALL NOT BE CONTINUOUS 6' TO e' 6' TO 8' THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL \ BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON 1V. ASTENERS FOR LATH TO BE NAILS OR\ � � � STRUCTURAL STUD STAPLES IN COMPLIANCE W/ A6TM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O`M" TYPE CONTROL JOINT O I. FOLD INWARD+ Pt. A O I. FOLD INWARD + PT. A 2. GREASE + PT. IS OI. IPLi LRD + PT. r. A a 2. CREASE + PT. 15 .. 3. CREASE + FT. C ., ® ®FOLD + TT• SHINGLE ROOFING) DRIP EDGE: OVERLAP 3', EXrENP IR' BELOW SHEATHING, MECHANICALLY FASTEN 4' OL. MAX Fa OI. FOLD INWARD + PT. A 2.-C1111EASL + Pt. 15 S. CREASE + Pt. C 4. FOLD Pt. C OVER PT. B TILL PT. C TOUCFES BOTTOM FLANGE � d Elie FLA'1GE L WATER TIGHT SEAL. FOLD, QQ NCM OJT. J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (M) WRB LAYER 02, FORTIFI5ER BUILDING PAPER (FRAME ONLY) IL';ffi LAYER M, STUCCO WRAP(FIRAmE ONLY) LAP LAYERS OF BUILDING WRAP 11 NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' ® VERTICAL LAPS (ROLL ENDS) t W • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' WITH FORTIBER SHEATHING: TAPE ! I" "IN._AF c METAL LATH \ r - �C�X X X I X' XIFX METAL LA (H WRB LAYER 01 STUCCO WRAP „ MIN FAFER LAP BE_OL ONLY I.w0B LAYER "2, FORTIFIBER \�,BUILpING PAPER SCALE: ® KIC KO UT DETAIL: OVER NAILING FLANGE, STOP ' WRB APPRO2s IV ABOVE SHINGLES (FRAME ONLY) FRAME OR CMU EXTERIOR ruv�c°iiel i xr.�an SxS WALL FLASHING pa 0 KICK -OUT FLASHING (WE9j DETAILS \ � e FASCIA WRAP WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER M*NUF. SPECSJ 4'x4' SELF -ADHERING MEMBRANE - FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4" APPROVED HOUSE P. FLASHING TO EXTEND Or1TO PIPEI- OR OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING: MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING ' SELF -ADHERING MEMBRANE THING (COMPATIBLE W/ HOUSE e MATERIAL) OVER 4'x4' '-ADHERING MEMBRANE THING OVER APPROVED 3E WRAP. SHING TO EXTEND ONTO PIPE . AND OVERLAP ONE SIDE OF ^'STEP +"2 SELFF-AD ERING MEMBRANE WRB LAYER 01, STUCCO WRAP WR15 LAYER +2, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT -INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) VERTICAL LATH L — & PAPER DETAIL WOOD STUDS SECTION PER SEC IION RM.7 ExIbeft IlMng enef a..ceft SHEATHING Exterior use of portland cement plaster NOT SIDE LAPS OF METAL OR TAL ZIP PER MAING SPECSYSTET.I (INSTALLED PER MANUF. SPECS) shall comply. with the application requirements of ASTM C 926-18b. PLASTER BASES SHALL BE SECURED TO BUILDING NOTE' Installation of exterior lathing and framing FRAMING MEMBERS. PAPER b' niN. LAF IF ZIP SHEATHING SYSTEM IS shall comply with ASTM C 1063-19a, THEY SHALL BE TIED INSTALLED, PLEASE SEE or ASTM 1787. BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO 5' LAP e LATH MANUFACTURERS WIRE AT INTERVALS NOT 3° LAP + PAPER INSTALLATION PROCEDURES MORE THAN 9' (229-MM) AS PER ASTM C1063. I f F N T fRA T I ON D T )� I L (F ` Ay �\7 IMI FR �� FOR REPAIR OF TEARS HORIZONTAL LATH � IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL R STICK 1116 ZIP SHEATHING SYSTEM(INSTALLEDPER WOOD SN ATIINCR� OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) e" 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 5'X5' V TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. Reviewed for Code Compliance Universal Engineering 91 Sciences LEGEND- DRAINAG E FLANE (UJR5 LATER 4*1/ STUCCO WRAF) WR5 LA*rER #2 C1-ORTIF15ER ......- 5UILDING FAFER) 1„IETAL LATH X X X X STUCCO WOOD OR -f /10 II Z I F UJAL L SHEATHING 5ELF-AD1-IESIVE FLASHING — — — — — — NOTE: 1 ITAL LATH: LATH TO 5E FER SECTION R103.1.1 / AST1„I C-B---I -14a / 111N. 2.5 L55- FER 5Q_ �T-ARD (UTILIT`I' OR N0141INAL LATH DOES NOT 1IEET SFECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SX BDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 Ol 21 DATE: / / SCALE: 1/4" V-0" 1 SBEET 1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD IWRB LAYER 01, STUCCO WRAP DRYER INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM - FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall con'iply 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 THICK, 3 COAT' CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE ,(WR5 LATER 1*1, STUCCO WRAP' WR5 LAYER *2 (1=0RTIF15ER = - - - — - — - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING* - - - - - NOTE: METAL LATH. LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. 1" IETEF VERIFY LO STUCCO FINISH 6' SELF ADHESIVE _d�ZZ/111-OVER TOP E SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION SEALANT a TOP E SIDES a, CMU -1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIE ER BUILDING PAPER METAL LATH 1/5' TEXTURED `FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a l' O.G. MAX �Ye' TO.¢' MID -WALL I WEEP SCREED 6B DRYER VENT (BLOCK) t.. a6w �7 STRIP SELF ADHESIVE FLASHING, CLEAN �t MASONRY BEFORE APPLYING BUILDING PAPER OVER 'QUICK FLASH' , PIPE THROUGH / WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' F_ - -1 F__� _4 / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. /Am=H I v iCGCIm I v>= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W15ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM • �� -"� " �i "� 11 SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METEN CAN OR METER CAN COM50 OR METER, CAN AND D ISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR 5OX INSTALLATION WRB LAYER *l, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP 5ELOW CUT SUCH T NO MEMBR ENTERS E APPLY TO F El APPLY E-Z 5EAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS TEXTURED FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER 01, STUCCO WRAP STE F *I - APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP &T i= #3 I-] WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING -- LAYER 02, FORTIF15ER ra R STEF ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL 5T E F # 6T E F #(o (9 ELECTRICAL RECEPTACLE rr Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SWBDIV. & LOT: CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT 21Ol DATE: 03 / / SCALE: 1/4"=1'-0" 1 SHEET t 1 e o- a y ' 1 ! i " LEGEND DRAINAGE PLANE (UJIR5 LA1' ER 1*1, STUCCO UJRA1`) WR8 LA1rER *12 (FORTIF15ER— SUILDING RARER) METAL LATH x x x x 5TU000 °. WOOD OR -1/1(0" ZIP WALL 5HEATHINCa SELF-ADHESIVE FLA54NC3 — — — — — 2 1 /2 " 14B)CORNER BEAD CORNER BEAD (FASTENER 4 SPACING 6 i' O.G.) Ct IU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (�D BLOCK 5 b Reviewed for Code Compliance Universal Engineering Sciences P H WY A1A, SUM %N HARBOUR BE FLORIDA 32937 'H: 321-802-359 v.abdesigngroup, AA #: 0003325 sysDIV. & LOT: CREEKSIDE PHASE 2 k LOT #125 PROJECT# 04321, 201 125R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFrECT STATE OF FLORIDA //t' MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 Ol 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET , 2x6 5U5-5AN1D W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL F� DRIP EDGE I1 -1/8" TEXTURED I 2x& sus FINISH �-8 WOOD f 1/2' TEXTURED 1 FINISH 6 GMU METAL FASCIA � WRAP YS" FROM �1 STUCCO, 1" FROM 1 WOOD WALL � 1 EXTERIOR WALL 1 (FRAME OR CMU) 1 NOTE: NOTCH FOR 2X'o 1 5U5 BAND ONLY ROOF KICK OUT, REMOVED FOR CLARITY ROOF DECK (BEYOND) `\\DRIP EDGE, 1" OFF WALL NOT : INTO STUCCO) \\\ f00. I1/8" TEXTURED FINISH 6 � jWOOD, 1/2" TEXTURED �\ / FINISH a GMU i 1 2x6 5U5-5AND W/1"x4" NOTCH a t ` END, WRAPPED IN PEEL 4 STICK )ELEVA METAL FASCIA WRAP 1" OFF WOOD WALL. 5UB BAND 2" Y` OFF WOOD WALL 0 " A ti l/8' TEXTURED FINISH a LUOOD, 1/2' TEXTURED FINISH a GMU METAL LATH WOOD SHEATHING !�R GMU WRs LAYER *1, STUCCO WRAP (FRAME ONLY) WR5 LAYER "2, FORTIFI5ER WILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS IN5TALLATION' PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H 2 "x4"x4' - m " SCABBED TO TRUSS W/126 NAILS roll-8' O.G. MAX. I 2x SUB -BAND W/lY"x4" NOTCH a END METAL FASCIA WRAP —DRIP EDGE -EXTERIOR WALL (FRAME OR GMU) SUB BAND DETAIL C WALL SUB BAND DETAIL Qi) WALL WKIC K-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. X4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYHx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y¢" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il flx4" NOTCH 10 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewea for Code Compliance Universal Engineering ka Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #125 PROJEC T# 04321.201 125R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHFECT- STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 rs"r' A 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" s�J J 9 28'_8„ 15-10" s < FM-12X18 Im 1 • FM-12X12 00 �I X N 4" CONC. o N gI SLAB r u- O a0� Ow �a F-24X24J 1,_0„ *:3 1/2" cn LL 10 1., z I EXTEND FM-12X18 SLAB 1 1/2" 1 04 -LO Io a 0101, N TOP OF SLAB O 100- q M N ib N I�El co .I I I � XI u- ao .. LL Co 0. , Lo La I 00 15', 8, 5,_0„ 19'_0„ s o - ❑ 9 4' PVC - CHASE��.� -g 1 TE-1 I 4" CONC I N + SLAB ' 5 1/2" p _p, 17-8' 2'-8" TOP OF SLAB 31.011 5 III p 3. 6 00 N o I N I I° �J�oo - cD • W a N I� O � a I I + io ! EXTEND- v 2 SLAB 1 1/2" SLAB%12X'�� 1.1 � 4" CONC. Lu • I NLL SLAB 51/21' 1/2"7 112" 2�-LL co FMC-12X18 FM-12X18 FMC-12X18 FM-12X1818 •� 4 4 1.1 1.1 10'-2" 2'-8" 161-011 2' 8 T. 10�� , 4,. 4,_44'-4"14,_0„ 39'-8 x21 e � L ° I ' x= s=a_ FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2, TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, DINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACISTANDQRo 90° HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12., SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36" ), AND REINFORCING SHALL BE CONTINUOUS, 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE 1N ACCORDANCE WITH TMS 402/602-16 USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER a OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR MM SIZE INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER PROVIDE FOOTING SCHEDULE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. ARK WIDTH LENGTH THICKNESS BOTTOM REINF: TOP REINF, T.O.F. SHORT LONG E-1 8" SEE PLAN 1 U, (2) #5's (+)0'4. F -12x12 12" CONTINUOUS 12" - (2) #5's F -12x18 12" CONTINUOUS 181, - (2) #5's (+)0'-0" F -16x18 16" CONTINUOUS 181. - (2) #5's (+)0"-0" FMC-12x18 12" CONTINUOUS 18" (2) #5's VARIES F 24x24 24" 24" 12" s s (-)0p,_4„ FOUNDATION PLAN. SCALE V4" = V-0" SECURE - STRAP TO CONC. W/ (2)-3/16'X2' TAP-CONSI C❑NC,- SLAB IMPS❑N WB OLL STRAP OR QUAL @ EACH ❑RNER OF NIT ;E STRAP TO UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591'. www.abdesigngroup.com AA # 0003325 .Mml M, " f rs ,b u r k a ICREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL• 4EBB %828-CALF" r GARAGE SWING,-, LEFT PAGE: 3� FOUNDATION PLAN I 6 MPH T""='g . ARCHrrE µ r STATE OF FL EDA MAR 0 5 2021 MICHAEL C. ANDERSON AF NO 17305 DATE. / 0� `191 21 SCALE: 1 /4"=1' - 0" SHEET S 1 Z ICL m IU co I J a ova (0z a `= EXT. PORCH SLAB / W11/2" ISOLATION / j JOINT (WHERE APPLICABLE) Z N f G STEEL REINFORCING IN GROUTED STEELREINFORCING IN GROUTED ttt CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 0 K SPACING REQUIREMENTS m U. Lu faL Of � Q 8" CMU WALL O 8" CMU WALL = Z +_0_D +_ o o„ ,TOP OF SLAB TOP OF SLAB. ° <" (-) VARIES SEE SLAB SCHEDULE •r d ° 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • SEE SCHEDULE F0: W D BAR I SIZE ANID AR Q QUANTITY ° a SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB ° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION L� 6" CHAMFER (2 STORY) JOINT (WHERE • p i SEE SCHEDULE APPLICABLE) FOR WXD, BAR SIZE - AND BAR QUANTITY EXTERIOR MONO -FOOTING 2 EXTERIOR MONO -FOOTING' SCALE: 3/4"=1 -0" ! @GARAGE SCALE: 3/4"=1' 0" BAR SIZE 48 BAR DIA. #3 ` 18" #4 24„ #5 30" #6 36" #7 42" i : 4 2" CAPPED ' GALVANIZED PIPE W/FLANGE @ BASE in SECURE FLANGE TO SLAB yV/(4) 1/4#' X 2 1/4" TAPCONS BOLLARD LAP P PLATE A IN. OF 48" J AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 LIDS SEE PLANS FOR SPACING INGLE SCALE: 3/4"=V-0" 11 VERIFY HEIGHT OF.WALL W/ PLAN PROVIDE BLOCKIP w W0 J EL I j N NEW REINF. BAR c 0 a_ SECURED W/2-PART d � I EPDXY. MIN. EMBED Q 8", LINO Q p FOLLOW ALL MANE SPECIFICATIONS FOR USEAND Co 4" 4" PREPARATION OF O c HOLE. Z.= LU J QQ 4" CHAMFER (1-STORY) 6".CHAMFER (2-STORY) BTM. PLATE TO BE PT. RE B .PLATE TO PROVIDE DBL. TOP PLAT to / d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE s SLAB d° ° sV, SEE SCHEDULE FOR WxD, BAR SIZE 0 BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE:3/4"=1t-0" (NO LIFT) I x ADDING BAR TO MONOLITHIC FOUNDATION SCALE' 3/4"=1'-0" I r STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a O' QLLJ m v 0 — 81, CM2 SEE SLAB SCHEDULE "ISOLATED COLUMN PAD ° CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH =.= • FOUNDATION AND SLAB ° d ° SEE SCH ULE • • FOR WxD, BA SIZE AND BAR QUAN TY 30,, MIN. EACH WAY ---- MONOLITHIC FOOTING ILr av^— .a P . a a P P P a a P IPv PM o . CORNER BARS, SAME SIZE AS LARGER BAR v s 1 IN FOUNDATION WITH 30" LEG EACH $ 'PI WAY A T ALL CHANGES IN DIRECTIONS D SO THAT THE STEEL REINF. IS CONTINUOUS av� MATCH AMOUNT OF CONTINUOUS BAR P CON TINUOUS STEEL MONOLITHIC .> FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARI:_ MADE FROM FOUNDATIONS HA ING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THLEAST NUMBER OF BARS (ie 2 TO 3, PROVIDE 2 BARS); UNO MONOLITHIC FOUNDATION 1\,� AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. SCALE: 3/4"=1 -0" — VERIFY HEIGHT OF WALL W/ PLAN LAP,I CCUROVER STUD — y— 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/ SYP No 2�STUDS SEE PL S FOR � SPACING: SINGLE BT PLATE — E R PLATE TO S B W/ TO BE PT. PROVIDE DBL. OP i 1/ "x DGE ANCHOR / 2' PLATE R SET IN HIGH STR NGTH XY 51/2"EMBED MIN. 16"OC SIMPSON SPH4 OR SPH6 Ax. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d LL] x 3" --SEE SLAB SCHEDULE Q RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING SINGLE BTM, PLATE TO BE PT PROVIDE DBL. TOP PLATE SCALE:3/4"=1'-0". \ VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT PLATE TO SLAB W/10d MASONRY NAIL 16 O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. W W 1-SEE SLAB SCHEDULE rY FOR NRY SET EV: + U'_V� IP OF SLAB ° ° d "P. TOP OF SLAB ° ... 7— d 4.\ ° , EQ. EQ J SEE SCH ULE EQ. EQ. EE SCHEDULE Ir FOR WxD, BA IZE FOR WxD, BAR SIZE AND BAR QUANT AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOL? W 8 INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (Wf UPLIFT) SCALE (NO UPLIFT) POURED LINTEL CONT. (TYP.) 0;. 8" CMU FILLED CELL (TYO;.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL 4" FROM ENDS AND 16" O.C. VERTICALLY MAX MBINED EXTERIO MONO- INTERIOR FRAME BRG WALL TO OOTING AND COL. P BLOCK WALL CONNECTION 0 SCA :3/4"=l'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591' www.abdesigngroup.com AA # 0003325 I I H lujaDI . e 7i � CREEKSIDE PHASE 2 LOT #125 04321.201 125R1 MODEL: i a 4EBB ;] _"1828—CALI"' r _ A-R..AGE SWING: LEFT I; PAGE: d it DETAILS r 60 MPH EMI'. Criiiiiiiiiiiiiii ARCHrrECT. STATE OF FLORIDA I " MAR 0 5 2021 I,I '�VICFIX"Ur i C. ANDERSON .r'o7ta , ;+.`?�x+"' '..a"5i.". rrs��r OJ �1 21 � / Reviewed for Code DATE: Compliance SCALE: 1 /4"-1' — 0" Universal Engineering Sciences SHEET S1aIA. 18'-10" I a y } 26-10" DOWEL PLAN SCALE: 1/4" = V-0" 2194 HWY A1A, SUITE INDIAN HARBOUR BEf FLORIDA 32937 PH: 321-802-359: www.abdesigngroup. AA #: 0003325 ax e� lq 9 ra Ij p II \fir 1 � �a p tki n CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 HOr)EL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: s: l: DOWEL PLAN �j 160 MPH EXP. C x ECT FLORIDA r a 2021 � 1 hilICHAEL C. ANDERSON 9 03 O121 Reviewed f& Code DATE' Compliance Universal Engineering SCALE: 1 �4.. =1 � — 0" Sciences SHEET Ste 2 x TIE VERTICAL REBAR t TO HORIZONTAL : REBAR W/ 10" HOOK GROUTED BOND BEAM a a § VARIES PER ELEV. ° r Z_ °. ° °d e ,< ' e J °. ❑ 4, CLEAN OUT REQUIRED � FOR INSPECTION m A s. Of O L o. M 0'-D" FIN. FLR. ° p <' TIE VERTICAL REBAR q'` a A. ° ° . TO HORIZONTAL REBAR W/ 10"HOOK ° `y ° O cn U BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36` #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" f> z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND O CL SPACING REQUIREMENTS m L u e. U_ Z 8" C M U WALL O cD 0 M x. a. ' SEE SLAB SCHEDULE EXT PORCH SLAB n q a 4" CHAMFER (1-STORY) e W/ 1/2' ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE, i APPLICABLE) Z ° MATCH STEEL REINFORCEMENT 6" PVC CHASE iv PER SCHEDULE THRU FOOTING r r SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 4 a a t a A e DI LIA�B Y� - a .. < - . • q' TOP OF SLAB °P ° ..e W° •a. BAR SI E 46 BAR DIA. #3 18" #4 24" #5 30" #6 36" .44 ° °, U A A ° . 6' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING SCALE: 3/4'=1 -0' 6 #5 BARS 8 a0 C& U UNIT DIMENSIONS .a A E NOMINAL SIZES MASONRY SYMBOLS 3 SCALE:3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Lj Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591w. Wwa bd es i gngrou p. co m AA # 0003325 n CREEKSIDE PHASE 2 s LOT #125 PROJECT# 04321.201 125R1 MODEL• 4EBB "1828—CALI" GARAGE SWING LEFT PAGE: y DETAILS I p E i w - I MAR 0 5' 2021 I+i �a MIICHAEL C. ANDERSON A NO T730t � � `DATE: 03/01/ 21 SCALE: 1/4 s; d 7LEET —I h` _J1e2' E e FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE', CONCRETE TO WOOD ROOF: SIMPSON HETM6 W/ (9) 10d x 1 1/2" HDdNAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10dx 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/10dx 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. * 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, o CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW DOOR AND CLEAR SPAN OPENINGS 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4") 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0 x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS ANd UPLIFTS SHOWN ARE THE SAME ON EACH ENDS 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 a NOTED OTHERWISE. e BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B.=TOPO OFLNTEL/T.O.A.=TOP OF ARCH/T.OS= OP OF SLAB ABBREVIATIONS E.E.. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT REINFORCEMENT STIRRUPS SIZE DESCRIPTION (psi) REMARKS LBB BTM. TOP MID SIZE SPACING MASONRY 3000 8x8 — (1)#5. — N/A — RO TED SOLID � SEE SHEET S2.2A FOR SAFE LOAD TABLES A I a a CD m Q o D 2 0 00 LL 00 H; LINO, PROVIDE BBt WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8" UNO. Reviewed for Code Compliance ®Universal Engineering LIFT BEAPLAN Sciences SCALE:1/4" = T-0" 2194 HWY A1A, SUITE30: INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591': www.abdesigngroup.com AA #: 0003325 A aih €4 o � a I y�G ph E y 'UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL: 4EBB "1828-CALI" „]C!,A AGE SWING: LEFT LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 01 DATE 03 21 / / SCALE: 1/4"=11- 01` SKEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/10" HOOK 30" TYPICAL � d n #5 BAR IN BOND BEAM CORNER � REINF4RCING:OF BOND BEAM r 3 NOTES TO THE'INSPECTOR/CO TRACTOR + 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THERE UIRED BEARING PLACE STEEL HEIGHT. �O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR ONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BONG) BEAM MAY BE SPECIFIED SOT AT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH CO JRSE. �P\ 5. SHOULD THE DOUBLE BOND, BEAM COINCIDE WITH A LINTE - THE BOTTOM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTI UOUS THROUGH THE / TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRI' BEAM IS TO BE NOT LESS THA 16" DEEP. P,6Ib G� 8x16 DBL. BON Q� BEAM W/(1)#5 - -4AN � $ EACH COURSE ' \�G 8x8 BOND BEAM — -- TOP OF ' QFG W/ (1) #5 BAR BOND BEAM F F = FILLED W/ GROUT' C\AC U = UNFILLED GROUT SOLID FROM — y1\� NOMINAL LINTEL TO TOP OF BOND OF #5'S, IN 2ND BOND 111) WIDTH %BEAM COURSE BEAM IF FILLED LINTEL. 1 BOND-1 #5 BOND BEAM TYP 8 xl6" _gip BOND BEAM 81, 7` 1 6_ 1 T/ 1 M/O B 8x8 PRE -CAST CONCRETELINTEL. V NOMINAL-- L NG IW/ OF BARB WIDTH OF MASONRY Q HEIGHT # OF #5'S, TOP OPENING-2" ` IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n BEAM DESIGNATION THAT XFXX - 1T/1M/0B INDICATES DOUBLE'.. BOND BEAM # OF #5'S, BOTTOM. 8x8 PRE' -CAST CONCRETE G - SCALE: 3/4"=V-0" AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (1-1) REFER _ IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS �. AND XUXX - 1T/11vI/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP *LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES AS[ GLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT PRE WIN SILL TYPICAL MASONRY WINDOW 2x6 (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 19' O C MAX MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18".O.C. MAX. MIN 1-1/4" MIN.2-12d PER BLK. EA. END Reviewed for Code EMBEDMENT Compliance Universal Engineering 7/16" OSB SHEATHING Sciences '--CMU WALL ARCHWAY FRAMING DETAIL e SINGLE #5 CORNER BAR, 30x3OTURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 i HN STEEL REINF: OF BOND. BEAM v \BEAM /CHANGEIN ELEVATION !OF BON SCALE: 3/4"= :2194 H WY A1A, SUITE'301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591, www.abdesigngroup.com AA #: 0003325 .STJBDIVI. ARE LOOT: " CREEK SIDE `I PHASE; 2 n LOT #125 PROJECT# , Ai 04321.201 125R1 MODEL.: V 4EBB "1828—CALI" 'GA.R,AGE SWING: LEFT PAGE: a er DETAILS F q ��II py y� � MP 3_ X AROHITE,no �". �. 0TATE OF FL-,0RIDA ,Y 5J — 1 __ - T1 MAR (�5'2021 ;a pry — . MIICHAEL C. ANDERSON AR NO 17305 T F®RINT DATE: 03 Ol 21 SCALM: 1/4"=1'-0" SHEET S2. 2e 1 A n m "LOTT'S CONCRETE"/ "CAST-CRETE" I "QUALITY" SAFE LOAD TABLES 8" PRECAST SAFE & LOAD- PRESTRESSED POUNDS PER LINEAR U-LINTELS FOOT SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD TYPE LENGTH 8U8 8/8-OB 16-1T/OB 1T/0B 1TfOB 1T/0B -1T/0B TYPE LENGTH 8/8 PLAIN 8/8 SOLID _ TYPE LENGTH �-1T 8116-1T 8ili 8/24-1T 6/2&1T 8132-1T 8/8-1B 16-1T/1 1T/1B 1ThB &1T/1B -1T/1B 8M- r 81164T 8n0-2T en4-2T 8n6.2T 8132-rr T-6" PRECAST 1436 952 3114 4217 5321 6426 7531 T-60 PRECAST 689 1024 - 31-0" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5283 6132 7001 4'-W PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 41-0" ^ PRECAST 1363 3060 3815 4570 5325 6079 1961 1 6113 7192 1 0524 7627 1 8751 1363 3000 3815 4570 5325 6079 N0 PRECAST 879 533 1770 24M 3033 3666 4300 4'-0" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7585 1207 2707 3375 4043 4711 5379 V-4" PRECAST 931 1247 1999 2560 3123 38N 4249 5'-4" PRECAST 411 411 6-4" PRECAST 1016 1806 2374 29" 3513 4084 1319 4460 7196 7342 5780 6259 1018 2276 2838 3399 3981 4084 5 -10" PRECAST 817 1024 1831 2090 2549 3009 3470 5 -10" PRECAST 340 339 5 -10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 2080 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 Mel 6'-0" PRECAST 410 721 6'-0" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10000 8825 835 1868 2329 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 T-0" PRECAST 303 534 7-0" PRECAST ' 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 7V 1624 2025 2426 2827 3228 V-4" PRECAST 428 on1593 2204 2481 2818 2621 9� " PRECAST 192 384 - 9 -4 PRECAST 454 566 767 948 1129 1310 639 1674 2298 ` 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2183 2028 10'-0" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 11'�" PRECAST 330 5" 1312 1742 2252 28M 3630 11'�" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 486 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1500 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 =5 13'-4" PRECAST 82 298 13'�" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2805 896 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 Iwo 2279 14'-0" PRECAST 71 293 141-0" PRECAST 279 278 360 443 we 809 390 976 1272 low 1950 2389 378 717 981 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-0" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 8�r ,� 1079 1429 1824 22n 2712 246 224 — 663 387 900 464 1237 574 1474 a" 1715 793 16-4w PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 �4 15'" PRESTRESSED a1z 1014 1340 1703 211e 2513 230 -- 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'�4" PRESTRESSED 187 326 365 451 587 ow 856 1121 1413 1739 2047 192 162 NO 266 _ 720 348 501 430 1135 513 1312 595 1w 4" PRESTRESSED N.R. NR NR NR NR NR NR 191-4" PRESTRESSED N.R. 148 -" 19' PRESTRESSED 235 738 959 1200 1407 1718 166 429 623 803 950 1098 211-41 PRESTRESSED N.R.' NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 _ 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 890 816 943 " 22'-0 PRESTRESSED N.R. NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 18 165 55 550 784 78 992 20 1203 38 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 _ 24'-0" PRESTRESSED 124 174 245 302 360 418 12 129 45450 WitWit824 101014 1147 124 319 1 4W 581 087 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION, - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORAT] ON-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 2 3 Reviewed for Code a Compliance Universal Engineering LH Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 s c, % �. ce SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 03 O1 21 SCALE: 1/4"=V-0" SHEET 2.2 Aj FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10tlx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON L<TA2 W/ (8) 10d x'I 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H.10A 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 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. t 10. PLACE 2x4 PT TO ALIGN.WITH TOP AND BOTTOM CHORDS OF ROOF TRIJSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWbER ACCTUATED FASTENER, ZF 72 P8S36, .177" D 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. GIRDER/TRUSS TRUSSES W/2X4 14. BOTTOM CHORD BRACING; DIAGONAL BRACING AND GABLE END BRACING W/7X6 BOTTOM BOTTOM CHORD SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC CHORD PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE Ij 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 WITHINI THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS ¢IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS 2xQ SCAB NAILED TO DIAGONAL WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE bIAGRAMS LOCATION AND END JACK TRUSS CHORD B11'TOM W/MIN (4) 10d BRACING/BOTTOM ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE CHORD BRACING THE DIAGONAL BRAE ADJACENT TO THE: TRUSS'WEB AS CONDITIONS ALLOW ^ WHERE APPLICABLE - NAILS FOR EACH a CHORD CONNECTION DISSIMIL A 30TTOM CHORD BRACING ® END TRUSSES W/2X4 .GIRDER/TRUSS TRUSSES W/2X4 ' BOTTOM CHORD BOTTOM C TkUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6$TM. 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 RE4SPONSIBLE 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. W/2X6 BOTTOM HORD CHORD DIAGONAL 2x4 SCAB NAILED TO IAGONAL - TRUSS BOTTOM CHOR 1A 1A 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. 10 GO yam, v v ��N\ It CJ1 tl EJ7 II if if CJ1 11 II o CJ3`,., _- :=` II u u u n n n n u u u n I 1C n n II =� CJ3 CJ5' _, _ _ II II II II II ATF USS i 10djAILS C6' O. II I 1 I II - -I CJ5 (4" ROM A. EN ) 1 1 A14G - I I I I I A10 �- A8 A6 tr A4 `i A2 PREFABRICATEDROOF TRUB'SES a w O.C. MAX W j I I I I I AEA I BRACING/BOTTOM BRACING/BOTTOM HORDBRACING WIMIN(4) 10d NAILS Cy CHORD BRACING FOR EACH CHORD CONNECTION - G �__ _ %6 DISSIMILAR BOTTOM CHORD BRACING 0 MID RUN ° I CONNECTOR SIGH HOULE ION COPRIDE DATE OV21)GRY) Mile DIR SIMVSDN M:I,, UN,SIM I DES UPLIFT GRAVRY UPS UPLIFT GRAVRY EDOLPHIN - FASTENER HT A 161E 1625 MFTA46 145E DOEA.1f 1PEY 11112-PLY ERIBED4" 1 ( I BIOtlx112'. LVLY 61M2PLY EMBFD4 / 2 HTA lGIp (1 2430. 2MEfA-16 (I 1985 1210E x1121PLV'FMBED4" f / (IOI lP'1 xl 1/2 IAY, EMBEDS ETA 36 IBTO HETA-16 191D 10)IN A 1112 (A)lad 2-PU, EMBFD4" (9)HOE x1112 ]-PLY.(8) 1M 2 PLY EMBED4" ' HTA20 LEER PCII 1810 11011N a 1112, NO DEC 2-P.Y,EMNOL' L (a)TOY R 1112 1-11, GE) 1. 2wPD,, EMBED 4' ' (A HIAM 24M I2I HETA-aD 2035 12) IN X 11)2", I -PLY, EMBED4° P (10)10dx 11/2"1 RUN EMBED 4' IS. IS) HIM z-eT]I EMs€D4^ . (n) INI2 PLY• EMRED4" LUGTJ IRIS LGM11 DIED HN(5)1/4"xal, WYI,,NYI.A11h.11, WORLD (16) 3N (1)-1/4"x2DINT' THEN, WOOC(IEJ LAI EUI 31SD LGT3-SD525 348E CONC 14)3/9:X5 WAdDRB01tt Aa[doo, MOD (12) W525 (12)SON 1/4'XT-TO GIRDER,(4)3/E xS T IFFNLDTOWA NI120 1 243E .1112D. 24RO (15)-10a 11/2,]PLYALTERNATEUSEOF(2)HTA20ACCEPfARLk ]BI-10dx11{2,IPEYAITIRIATf USEOF(2)xETA-20ACCPI'ABLE MU.111. 3945 MGT+ 3965 115/8".A.T.RIN HIGH STRENGTH PET XY(MIN:12° EMBEELT2211ATOWlbD) ])5/B'AT.R. IN HIGH STRENGTH EW%YIMIN.12EMBED (22)]0'li WVOD HLJGT2+ YS/S ITCH,2, 10590. WOOD I B) IOC MASONRY (2) 3/4"AIR (2)3/4'AT.I IN HIGHSTRENGTH EPOSH (MIN. 12"EMBED (161IN 1"WOOD HJGr3+ 90W HGi-3♦ 1ND) 4. WQOD(8)TAE.ASONRY1213/4"AIR 4 - IGTH fPO%Y(MIN-12"EMBED (2)3/4"AT.R. IN HIGH STRENGTH 16)]Mi WOOD DELTA ` 15101ARALLILTO WALL 14EU VkIIVFN111ClIEARTU WALL .2 1210PARALULD 1210 PER WALL WALL WALL IARTO ]0 ]0ax1] z ( / ) a (]OI 10tlx11/2' ._ MUGTIS 3945 , VGT 494E ` TIT EMY A T I IN HIGH STRENGTH EPDXY MIN I2"EMBEE, HICY TOP 6 TOE ACE 12 IN BACK OF TRU55 ( ) I 1 / 1 /1 1 (115/8 "A.TR. IN HIGH STRENGTH EPU%V (MIN .)2"fMBF") D.)SOS 1/E Xv HUGT SEES (21 VG1 11.1 (2)5/8' AT.R. IN NIGH SIDENGTH PICKY (M IN. 12 EMIL N. DO DID (2)5/B"ALAI IN HIGHS -RfNGTYEPDXYIMIN. 12' EMBED)(32) SWf/ kB" MTW 12 965 MT512 990 (III IN xl l/2 (]II HEP. (14)IN%E3/2" HTW IS 1355 HTS36 DEEP (1E)lOtl %]1/.2', (]fi1lN 1.)1Ea%11FP' HT.2i1 i1e.5 His-20 TIED 12411Nx11/z, za)1N (24)4d x1III ITW 24 I355 HTS-24 131. (24110d 111/2", DN 101 24)1Da x1112^ "A rzw 930 IITa12» 925 U01 HIM U011N ISLA 18 e. 1235 LSTA-IB III, (14) ]N 1 14) IN MSTA 18++ 133E MS' A ♦ 4 PIES 1, IT DID (]4f lOd. MSIA14 364D 51' 24.. ]640 LAIN (15)TOE MSTA30- 200 MSTA 30.+ IDW 1IEI (SNO IN I MSTA36+. RUNS MSI 35++ 205E DEC)IN 26)IN KST1236 2765 MSTI.36 38W JIM IN RE 1/2 3MIN IT 1/2' KTSI RET SEEN .NP Ida son 143130a %1112 (4811N I11j2' LRA6 900 H6 1.5 (1fiI8XX11/2',jIG.) (8)Btl TOPLATES,(818CTOSNM I. s PT4 8E5 'M 815 (G)]N TO STUDS (6) LEE TO RATE (61 TOY 11/2"TORUIDS M 134 MIN 11@160% A94 DER IPI Rux 11/2"T08EANTMROtlx11/2'TOPMST. (I)ad. I VIE 1R R RIM,(4) Al x 11,2"TO gCGT. y r X HCP2 6N HCP2 I. :DO HIT X1 2" TO REGIS,(10) 111 X 1 DITTO PIATF 1 12) 10d x11/2• RIT. IDp" NIW 1N0 11)MYX11/2'. TO TRUSS, (8) MY X 11/2"TO PIATE 181 %] 2" W v MOGLES 8PERIL . 4175 VGTBXDW- 494E (20ENTOTIj055,(10)W53.aW0005CREW5ip P0'iT W/5/B THIiFpDFDR00 ]615D51/4'M3"TOWWU,(30f 5D5l/Ix2]/z"W/iHRE DEO FAO,11NU15/NASHERE2 PlY MUGi158PxWA 4175 ISRET&hD]B. n940 (28]N TO i 1I55,(]O)W53.WOOD SCREWSTO h.ST W/5/0"THRE4pfDR00 (16-8D51/¢'rt3"iO WOOD, l31-3{4°STUD BOLTS MIOEDROO,ONLRS/WASHfR/2PLY PATTI 2535 6225 ABU442 23C0 J]50 (1)SIR "AIR. IN HIGH STRfN6T Nf PO%V, IMIN: J"END'.)N CON1, 0'1111 TOWOOO (115/8"ATR IN HIGH .11RED GTH EPDXY(EN N.J" EM BED) N GOING (12) 1 Ed TO WOOD PAU66 2455 16an ABU HV z'ED ]ERRS (11 SIX 'AT JOINIGH5TRENGTHEPDXY,IMIN Y EMOE DI IN CONG,(12116d TO WOOD (1)SNI-A.TR IN HIGH STRENGTH EPDXY,(MIN.T' EMBED INCELI 2)ISGTOWCOD LIMB 1205 L719 ++t Ian 111314".A T-R-I IN HIGH STRENGTH EPDXY, (MIN EMBED) IN CONCTS)1W TOWOOD (113/4"ATR INTXPMRENGTHFPO%Y,(MIN. 7"fiN9ED- CONC,1110tl TO W000 i 115109... DEEP LTT2CI+ DEPT 11) AM A T.R. IN HIGH STRENGTH EPDXY, IMIN .]" EMBED) INGCI 1011N IN In iO WORD (HD2'•A.T.R. IN HIGH STRENGTH EPDXY, (MN.)"EMBEDI N CONG., 0 O) ISO TO W00. PLIED 416E HTT4 4455 (915/B A.T.R. IN N ON STRENGTH EPDXY(M IN. 7' E MBEDI IN CONIC, GO III 12112" (1,5/8"A. T R IN HIGH STRENGTH EPDXY IMIN.]"EMBEDII 1 GONG .(21 Had A 2 LNI PITTS SOP$ YTT.S 509E IIl)5/B ATD IN HIGH RITTNGrH EPDXY(M IN]" TOE NET IN CONT, DEL IX2LED " (1)5/8" AT I IN HIGH 51 RENGTH EPDXY (MIN .7-EMBEDI I GONG, M)IXd.1112- UPHOIl+ ]4395' xHDO11.111 25+ 11810 (1)1A.T.R. INHIGH STRENGTH EPDXY, (MIN.IRS ENDED) 1N COYC, (24)W53WW05CREW5 ll]°A.I.H INHIGHSTRENGTH EPDXY, (MIN.10"EMBED NCONC.()SDSF x2N WOOD ROOMS MEDIA 6525 EDER 66`45 1751 N HHIGH STRENGTH EPDXY. (MIN T" EMBEDI I4 GONG (14)WMMOD SCREWS: (1)2/9" As, IN HIGH STRENGTH EPDXY(MID .]" EMBED) N WINE, (a IX'STJD BOLISTO WOOD TDXB 7820 11)'1."Aral IN HIGH STRENGTH EPO%Y,(MIN.:I- UPBED) IN GONG III '//8"STUD II TO .1 a ' Nf M35%]2U 250E 7130 MBHA 3.Sfi/'11.25 34]5 533E (1)r/2"1'BOLT W MIN 6"EMBED $ NOT LESS THAN 4"FROM1.101 CONIC VC/ 3/4" ON RW DOCIF/REOHfAR(1) 10NBORLRf VF ANCXOP OR EO W/MIN S'EMBE01LLSTALIfDINFACf.(1411M AilU5T 3/4"ATR-IN HIGH STRENGTH EPDXY, (MI N 675 E MCEII EPOHI,(MIN.6.]5"EMBEDMkN1)NL M0FACE(18)1M MEND IN BEAM M.0 TOP (1) 114' AT. R IN HIGH SYLENGTH H 1154121E 3615 REED (]00%1 HUSC412 (MORN I435 1635IDERAD 110) IN TO H PANE R(10) IN TOWCOM (DIG IN TO ITEAOER, pO) IM TO WOOD 3323125%1 3220112 %) NRXlUli 1CMU1 1950 308E H"C410 (LIAR) I. 450E EM1/4 "'x3" WS35CREW5, (10)1NT0 WOOD. UIP(2d)3ry64"TAPPfxa(lopOGINSMU D (18)1/4 x 2wRINE ILL EN(9 PER FLANGE)TOCMU;NPRIOdT WOOD 1.. HD210.21F1CMU1 185E 30W HVc21a2 CMU) 1R0p 5W 4' 118)1/4 '.8" wsB SCREWS DO I]NTEL WOOD USP (20)3/]6"TAPPER+. D0110tl TO. 18)1/4"x2314TITEN(9PERFIANGEITOCMU,(10)1Ni WOOD: YD210w3IFICMUI REED 5035. HU121D3 (TIRE) I800 45UU 11911/4"%3" W53 WREWS(10)]Otl iO. WOOD GIIM B/16 TAPPER (3011MTOWOOD (E81/4x23/4"TREN (9 PER MIVGEIiO CM4(]O)INTO WOOD. LGUM21-2- - - -2125 -- - DID LGUMI 143" 5595 4) ME' %4".W dBeB N+ An ch Ors, MOD (4) WS3 WOOD SCREWS (413/8 14 TILED x O ANCHORS D PE R FLANGE)TO ONES RE I/4 X 2-1/2 GSSCREPPSTOWOND ITT e i 2 1A I ATTIC I° ACC'-. =1-- I I I I l A7 A9 A11 n 91/ -`` A13 A15 - = I - I� -I jA - I � 7_ _ /A16 MMAR FRAWNG PLAN SCALE: 1/4" = V. " 7 V 8 U O 1A 0 m 3.1 0 2' N O LL Z J Z_ U Z O CD co o � O 1A r U - 3.1 m o � O� N LL cI Z U Oa am O U U O O b ' on Q w N O va LL Q Z Z 0 (D O U InReviewed for Code Compliance Universal Engineering Sciences Lq'IIJ13DIV. 8e LOT-. w CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.20E 125R1 MODEL 4EBB "1828-CALI" GARAGE SWING- LEFT PAGE: 1= kS FRAMING r PLAN 160 MPH EXP. C ARCHrrECT= STATE OF FLORIDA F 4 lT ,y ;i MAR 0 5 2021 r 4A MICHAEL C. ANDERSON tffmwmAR NO 17305 �j kb J' ,aEc 03/01/21 211 CALF: 1 /4"=1' - 0" '5511 "GET L; e i ENGINEERED WOOD RUSSE PLYWOOD SHEATHING, SEE "ROOFAUALUFLOOR @ 24" O/C, SUBMIT SF OP DRAWINGS FOR REVI W SHEATHING AND APPROVAL FASTENER SCHEDULE" -(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (1) SIMPSON HE FA16 (9) 10d x 1 2' NAILS TO TRUSS "ROOFAVALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (9) 10d x 1 z" NAI S TC 6", 8" x 4'-0" MAY BE ADDED (12) 16d x 1 12'NAILS TO TRUSS FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 1 Od NAILS, 2 ROWS, 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) NT. U EMBEDMENT. USED 114 - ADDITIONAL PLY MAX. TO -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE! APT SYP #2 2" x4", CONJUNCTION WITH ACCOMMODATE GIRDER (16) 10d x 3 �" NAILS TO GIRDER AND 6"; 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS a W110d NAILS; 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 z' NAILS TO GIRDER O/C TO FACILITATE ONE _ �K ADDITIONAL PLY MAX. TO 1 SIMPSON LGT3-SDS2,5 GIRDER TIEDOWN x2, 2x WOOD FASCIA a ACCOMMODATE TRUSS WITH (4) e' x 5" TITEN HD TO CMU AND (12) SDS EE ARCHITECTURAL > ANCHOR REQUIREMENTS. A' ' 4" x 2-j" TO GIRDER x SECURED W/ (3) `16d { / B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 3ALV. COMMON NAILS. L ENGINEERED WOOD J (2) Z" x 5" TITEN HD TO CMU AND (18) SIDS ;"x x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD F SCI� 3" TO GIRDER 3ALV. COMMON NAILS ; SUBMIT SHOP DRAWNGS FOR REVIEW SEE ARCHITEC SECURED W URA 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2" O/C 2x (3) (2) -1" x 5"TITEN HD TO CMU AND (18) SIDS 1" x 3" DAPPROVAL GALV. COMMON NAI S. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED GALV. COMMO / 10d NAI S BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM r SEE SCHEDULE t U:1810 LES,;L:770 S (1 PLY) ALLOWABLE UPLIFT LB A ALLOWABLE UPLIFT = 3285LBS (2 OR 3 PLY) ,A B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) ' C ALLOWABLE 'UPLIFT = 8885 LBS (2 PLY MIND TYPICAL TRUSS/ ° TYPICAL ROOF +I I 1 a I b 1 C GIRDER SCALE:314„=1'_0„ CONNECTOR(S) I, 2a ZIJ �C GIRDER CONNECTOR(S) SCALE:3/4"=1'-0" # 1100 UPLIPIT SIMPSON HTSM20 WI10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUF ED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE F CES OF BLOCK WAL W/10 10d TO TRUSS AND (4) 1/4"x2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4„_1 �_p„ 60 " MAX W/lX4 OR 10'-0" MAX (W/2X4) 1x4DIAGONAL „ b BTM. CHORD NOTCH DEPTH 1/4*D O ` HOLE EDGE >5/8" HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8" BTM. HOLE DIAMETER PLATE < 3/5*DDBL. STUD e 4 i STUD NOTCHING AND BORING LIMITS 8 '3CALE: '1 1 /2"=a'-0" BRACING, SEE LL PLAN FOLOCAi110N. o j U a R MAY NOT BE cv h� J REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6 0" O!C END WALL OR O HER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d BTM. �+ DEPICTED SEE LAN COMMONSECTIOLSATEACHCHORDBTM. CHORD BRACING INTERSECTION TYP. SCALE' 3/4"=1-0" (2) 2X4 No.2 SYP DIAL. — BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES)' 0 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) SEE SCHEDULE FOR — BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d s 8" O.C. MAX CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE.3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1 METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. Reviewed for Code Compliance 91Un,versal Engineering Sciences 11 ALTERNATE MATERIALS SCALE: 3 2�94 H WY A.IA, SUITE 301 , INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 n�E www.abdesigngroup.com Nk AA # 0003325 Owl A , A a` a °R kgj 1 n a`" i7 i,. t -59 °C l 17Ea. 7V (, CREEKSIDE h PHASE 2', LOT #125 g PROJECT# I` 04321.201 125R1 i�ODEI : 4EBB "1828-CALI" , ACHE S -;� : LEFT . ' T:., J, DETAILS �y ( �00 MPH EXP C ARCHfTE.I � T.- STATE OF FLOPJDA MAR 0 5- 2021 MICHAEL C. ANDERSON AR NO 17505 PRINT 21Ol DATE: 03 / / SCALE: 1/4"=1'-0" SHEET S3a IA < n PRE-ENG GABLE.TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT ® WOOD SHEATHING SEAMS) (BLOCKING '"—PRE-ENG'D NOT SHOWN FOR CLARITY) TRUSS JYP) @ 24" O.C. MAX 8 2X4 DIAGONAL BTM. CHORD - BRACING. SEE PLAN FOR LOCATION �� _ FOR STRAPPING VERIFY SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" k .. WASHER SET iN HIGH STRENGTH EPDXY 6" MIN. EM6ED. AT 32" OC MAX.. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX' CONC PUURED ------ LINTEL COI.!RSE CONT. 2x4. `3E:CURED W/ (2) 10d's @ EACH ' TRUSS TO BE: INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING Wl PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3/4"=V-0" r 2194 H WY A1A, SUIT[ INDIAN HARBOUR BE FLORIDA 32937 PH: 321-802-359 4 www.abdesigngroup. AA #: 0003325 Ole [ �) h I t'P 3 k N i SVBDIV. 8e LOTY^ CREEKSIDE PHASE 2 LOT #125wm___..�Y. PROJECT# 04321.201 125R1 MODEL: 4EBB "1828-CALI" ' GjkRAGE SWING: LEFT DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA lg t, a I�. MAR 0 5 2021 w MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 030121 / / Reviewed for Code SCALE: 1 /4"=1 ' — 0', Compliance Universal Engineering Sciences .SHEET S3.11 17 7RI-ITICT MUM I F , a 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) 0'-0" TO 30'-0" (1) "X" BRACE , 30'-1" TO 60'-0 (3) "X" BRACE ° (1) "X" BRACE @ CENTER PRE-ENG GABLE.TRUSS (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/WALL/FLOOR SHEATHING FASTENER SCHEDULE"f SEE TYP. TRUSS CONNECTORDETAIL FOR STRAPPING INFO.1x2,2xVtIOOD PER FASCIANECTION SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3) 16d WOODGALV. COMMON NAILS. 4" O/C, 1x2 SECURED W/ 10d DRAWINGS GALV.'COMMON NAILS CONT. 2x4 RAT RUN 12" O/C L ,SECURED W/ (2)12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE 11--� W/ HIP RETURN SCALE: 3/4"=1'-0" i SIDE VIEW VTCR SPACING (1) AT EACH END 7.C. MAX. PRE—ENGINEER�� VALLEY TRUSS CONNECTION SCALE: N.T.S. i Reviewed for Code Compliance Universal Engineering [B Sciences r 2194 H WY A1A, SUITE 30 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591' www.a bd esi gngroup.com AA #: 0003325 A A g al 3 l i ( x-, W . J,T �n E I�) ,a CREEKSIDE PHASE 2 LOT #125 PROJECT# 04321.201 125R1 MODEL: 4EBB "1828—CALI" �AAGE SWING: LEFT J q 9p I. DETAILS } ARCHITECT STATE OF FLORICiiA ;, 1,1 I3� `gy11y Me� r1 MAR 0 5 2021 ,1 MICHAEL C. ANDERSON �a AR NO 17305 PRINT DATE: 03 Ol 21 SCALE: 1/4"=V-0" SHEET 3 e I C x GABLE - END V ,�V VV�Vf74 0' nx, „ 7-V V Q 'K,; `�s_2 Q Q Q '9¢ 2E 0 V V 0 0 3 ¢ _ , HIP ROOF. XX- ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE' BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY: II APPLICABLE INTERNAL OFTHE CONTRACT DOCUMENTS N L GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. p R c HI r e c r s STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD:. - ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOO ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION' ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFFREp 314 ALL WOOD FOR BE/ - ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE CONTINUOUS POLYETHYLENE VAPOR BARRI BR MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, D@51 n - FOR STRUCTURAL CONCRETE, TM5402/602-16 AISI SPECIFICATION FOR THE DESIGN OF - DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE: ELASTICITY = 1 400 GYOU Pi uc '' COLD -FORMED STEEL. STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS _ PRESSURE TREATE ALL DETAI _SAND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND • FORMWORK: SHALL BE RATEDT< CORROBORATE TE1 - April 19, 2021 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR AM, l3.ONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE I - EXCEPT WHERE A DIFFERENT DETAIL•ISSHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRWITH UCTED IN ACCORDANCE TH AGI 347 LATEST FETE ' W/ DOT SHALL BE H . Planning & Development Services EDITION,"RECOMMENDED PRACTICE FOR CONSTFORM -WORK. CONTAINS MORE TH Building & Code Regulation Division '. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE g S� DRAWINGS, FOLLOW:WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS6 MINIMUM NAILING PI 2300 Virginia: Ave._ TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART I ' WATERPROOFING, FLASHING, SOUND ISOLAI ION! FIRE SEPARATION OR OTHER NON STRUCTURAL ITEMS Fort Pierce, Fl. 349$2 OF THE WORK. .ARE NOT PART OF THE STRUCTURAL PLANS A<, _FFEY ARE. NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLC - (772)462-2172 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARF_ BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE .AFTER THE BUILDING IS COMPLETE IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE B61LDING AND ITS COMPONENTS UNTREATED WOOD RE: Permit # - WELDED WIRE MESH: AT BEARING LOCAT'� D.R. Horton Homes DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. _ WELDED WIRE MESH, SHALL BE ASTM Al 0641A1094M GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSS Creekside Lot 125 ACI TYPICAL DETAILS. MINIMUM LAP SHALL BI: ONE SPACE PLUS TWO INCHES.: WIRE MESH FOR SLABS SHALL Response Letter 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 A( REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUA SEALED BY PROFS " REINFORCING STEEL: For the above listed project, the plans indicate 7/16" roof Sheathing on sheet SNI. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF DISCREPANCIES - CONNECTOR PLATE This is an error on the plans. The correct callout shall be 19/32" sheathing thickness and p g ANY ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQU - GRADE60 IN MASONRY DEFORMED BARS FREE FROM OIL, SCALE, AND RUSTAND.PLACED IN ACCORDANCE the correct reference for wind pressures is ASCE 7-16 reference. DESIGN LOADS; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI'STANDARDS AND SPECIFICATIONS. O NA SHALL SUBMIT REBAR SHOP FOR REVIEW PRIOR TO FABRICATION. ITAL CONII DESIGN, FABRICATE STANDARDS FOR ROOF: LIVE LOAD FLOOR: 'LIVE LOAD 40 psf AL BARS SHALL LAP 6 x BAR NORAWINGS ND VE T COR UNSCHEDULED EDULLED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND ' " 20 psf TOP CHORD -non-concurrent r TYP. MIN LAPS SHALL BE AS FOLLOWS: #4'BAR - 25" #6 BAR 36" WOOD TRUSSES. 10 psf BTM CHORD -non -concurrent '.. #5 BAR - 30" #7 BAR - 42" PROVIDE 36" TRUSS MANUFACTUI - . " x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH G1, DEAD LOAD DEAD e FOR ADDITIONAL INFORMATION. INTERSECTIONS OF 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CML (.ELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS 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 THROUGHOUTTHE HEIGHT OF THE CONTRACTOR SHALI BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS'. • .STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAY( (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK Al ENDS. STAGGER SPLICES WHEREVER. POSSIBLE. DETERMINATIONS, F LIVE LOADS UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & AI - STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS.30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION'' OF EMBEDDED ITEMS AFFECT THE STRUC''I. AND DECKS. 40psf, GUARDS AND HANDRAILS 200psf;.GUARD IN -FILL: COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGIN VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: ° ''. MASONRY: PROVIDE ENGINEER' PLAN SHOWING CON Should OU have an questions, please feel flee t0 Contact rile. Y y 4 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESS - SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY Sincerely, SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND. COMMENTARIES), AS PUBLISHED BY THE HURRICANE STF CONSTRUCTION - - THE MASONRY STANDARDS JOINT COMMITTEE SCI- - PRESSURE COEFFICIENT: +/- OA8 _ _ _ _ v LY. IT SHA L BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE RETURNEDCONTRACTORSTO SUBMITTAL TO THE ARCHITECT ', ALL BLOCK WALLS. SHALL BE TWO -CELL HOLLOWICONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C 90 GRADE.fm =2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND OTHERWISE - PROVIDED BY THE TI ,_.. THE TRUSS TO STRU - - OF THE DELEGATED' AND CLADDING WINS ROOF °u�"'�a°"" ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN ?"W STRUCTURAL UNCHECKED. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM UNLESS NOTED: LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS.. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH - - ALL TRUSS TO TRUS'. - - - - SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 # AND ROOFING, USE SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL. DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN. PERMISSION. FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS FOR ENTITING TILE METAL a DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" Michael C. Anderson LD AN STRUCTURAL S EXP 1 (32116) .(SEE TABLE FOR FIELD AND SPACIN SHEATHING ' FASTS N E R SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/''.A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION Florida Architect #AR17305 DETAIL. EDGE SPACING) SEE DETAIL TO CONSOLIDATE GROUT.ROOF - G TO GABLE END FRAME'USE 8d RING SHANK ) FOUNDATION/ SITE PREPARATION: NAILS CaD 4" O.CN EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/IN 4' NAIL REQUIREMENTS - TYPE "M" OR "S" MORTAR SHALL BE. USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE OF GABLE END. SIZE HEAD LENGTH DIA, TENSILE STIR. SHANK ASTM Sd RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS F1667 1 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 112 CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.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- INFIELD 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 °s D BUILDING LENGTH L ROOF SHEATHING LAYOUT 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES (d J �( a V V rn J_ Q Z W Z � W Z U Q U Sp 1n 0 Z v z� W z (7 �❑ C7 w s@ 2 U �o Z ro 4 TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF Q S C#i DECK SCREWS @ 6"-8" O.C. MAX @ EQGES& 12"O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF , SUB -FLOOR SHEATHING R AND ENDWALL BRACING FOR GABLE END FRAMbNG NOTE GABLES=DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"0:0. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16 O.C.FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO ADRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREATALL CELLS TO BE FILLED. 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL32937• Phone: (321) 802-3591 SOIL FOR TERMITE PROTECTION. - www.abdesigngroup.com THE OWNER SHALL RETAIN THE SERVICES OF AN. INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT ATALL CELLS STORECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO.MEETTHE REINFORCING. \I; q"' GEO TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMF TERS)., U.N.O. _ 't; :MINIMUM DESIGN. BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL 14" STRUCTURAL STEEL: fi BE MADE BY THE GEO-TECH. ENGINEER. ;) -.... �Y. THE MATERIAL, FABRICATION, AND ERECTION OEISTRUCTURAL STEEL. SHALL COMPLY WITH THEw- CONCRETE• SPECIFICATIONS FOR THE DESIGN, FABRICATION'.AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BtTHDIV. LOT: ,'q CONCRETE SHALL ACHIEVE MINIMUM COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE 01 STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM MA361A36M Fy= 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM D 7jc A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE �B, TYPE E OR S, Fy = C REE KS ID E 2,500 PSI REGULAR WEIGHT FOR F60TINGSAND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000PSI REGULAR WEIGHT FOR .�BEAMS, COLUMNSAND 6" STRUCTURAL TERRACE SLAB. '�) PHASE 2 (- ANCHOR BOLTS AT THE COLD S SHALL J. C9 MN BASE S AL - F. E ASTM A307 BOLTS WITH DOUBLE -NUT .LEVELING. ALL Z CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS. I#I LOT 12 5 O ❑_ CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5°' +1- PRIOR TO THE ADDITION OF PLASTICIZER, � � H y SHALL BE TIGHTENED IN ACCORDANCE WITH'FH� TURN -OFF -THE -NUT METHOD. "�-•�•�•--=-('1 �i ROJECT# m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED S FEEL. J-BOLTS ARE. TO BESTEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN 04321. 201/125 RI WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED :INITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON, THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE $HALL NOT BE PACED. IT SHALL f1130, DEIx BE THE. RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY - 4 E E I REQUIREDCOMPLIANCE WITH THE ABOVE. " �� NON CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS I 18 2 8 — C ALI r y A. 3" FOR CONCRETE. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. - �'a a GARAGE SWING: B. FOR CONCRETE. EXPOSED TO EARTH AND/OR WEATHER I v ; L 1-112FOR#5 AND SMALLER LEFT 2" FOR #6 AND LARGER I, % .ravu�.�.aa.rm+ Nha C 0RO WEATHER. FOR SLABS WALLS AND JOISTS 3 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS , I DETAILS N M cab TYP. EXT. SHEATHING ATTACHMENT MPH EYE. C Al L Ik REC"I�4w FL I� ,, A_V MAR 0 5 2021 I MICHAEL C. ANDERSON AR NO 17305 ! PRINTIf 21O1 DATE: 03 / / p SCALE:1/4 V-0.. Reviewed for Code ji '. .SHEET TYP. 3/4" t&G SUBaFLOOR DECKING GLUED TO ALL EXPOSED MEMBERS Compliance ' Universal Engineering` • Sciences C� ¢;: F6 1 S I v CHIRING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABEE FOR FIELD SPACING 6 FASTENER' SCHEDULE m I WINDOW.AN D DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION .SIZE TYPE SPACING REMARKS 1Y2 PT FURRING TO CASE HARDENED COIL '' B" O/C GARAGE DOOR BUCK 1141' DIA. TAPCON MASONRY 1 1/2" EMBED., 4" END DIST MASONRY /GONG NAIL1 1/2 LONG TO MASONRY/GONG. NO WASHER FASTENER 6/C' 1 1/2" EDGE DIST. S EXT HARDENED [ CASE HAP. E ED OIL A O/C WINDOWlDOOR/FASTENED GARAGE DOOR BUCK 316" DIA. OR 16 O/C (3/8 DIA) q" EMBED., 4" END DIST.. 1x PT tx PT SEE NOTE 6 NOTE r NAIL 1 7!2 LONG, STAGGERED INTOMASONRVlCO C. N TO MASON RYlCONC. 1/2" DIA. EXPANSION BOLT 24 1 O/C 7/2' CIA) ( 3 S EDGE DI T. w/ WASHER WINDOW BUCK CASE HARDENED COIL 9'O/C WINDOWIDOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT SEE NOTE NAIL 11/2 LOW STAGGERED INTO MASONRY/CONC .MASONRY/CONQ. fl �f Il J REQUIREMENTS EXT. SWING DOOR 1 3 /16 DIA I I i APCON IFASTNER 1fi" O/C 112 EMB ❑ e" E END. NON -BEARING WOOD ! "° 1 2 EXPANSION 4 EMBED. END BUCK 2x Pi SEE NOTE 6 NOWASHER DIST 1 12 EDGE DIST. WALL TO CONC. SLAB Wl WASHER BOLT 24" O!C DIST, 3' EDGE DIST EDGE 2x PT WINDOW BUCK p 136° PAR x 2 1 3 1 9" O/C 4 END. DIST. 1 1/2"PT TO STEEL COL... SEE W1 WASHER STAGGERED EDGE DIST. NOTE 6 N07E8 1. STAPLES SHALL NOT BE USED FOR ANY STRUC IURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS. SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4.. PAF SHALL BE HILT] X-ZF HEAVY L7111 Y PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN , 5. FASTENER SPACING FOR THE BUCK`S SHALL BE THE STRICTER REQUIREMENT OF THE NOAOR THE SPACING DETAILED ABOVE ` 6.. WINDOW AND DOOR BUCKS. SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x :MEMBERS ARE SECURED W/ TAPGUNS OR PAF TO THE SUBSTRATE. p c I s ■ II r s- • ..T<,c .. :, r , . "'' a - �, -w, ,�`' , o '4� � .-E1eVei 1,7��i':AfIG'lS'•'�i'�A'll.L��:. 1, tJ iaewewedfor Code Compliance'r-� yy.. s .,. m ,4 s F, .. ... , .. : ,... �A a. t! 1atl'vrl$DtVIS.Ioa x �..:;cc;;t n9 ,3T+400 sm71tli Pro View Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVI$IO)N EXPiitAidoN Product Model li Manufacturer Glass Desgn P tion Method ofAttachmerlt Building Design Pressure Product Design Pressure APPROVALREVISIoN. .-, e ° For anchoring through frame into wood framing or 2x buck use #10 wood screws with o, sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as MI Window and shown in elevations and installation details.For anchoring through frame into masonry (+38) / (-48) (+50) / (-50) FL17499.2 R8 10/08/2023 SH Window 185 SH Doors Non lmpa t ', /concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum I embed Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use 1/4" r(+38) MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ (48) (+48.1 / (48:1) FL15353.2 RS 12/31/2024 Vertical Mullion 5764 Doors Non impact 1"min. edge distance. Locate anchors as shown in installation details. wood framing For anchoring through frame into w g or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW MI Window and Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (J(-6G) Doors installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum +33 -41 ( ) ( ) +48.2 -48.2 ( ) / ( ) FL15332.Z R6 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Doors Non Impact i embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking; Fastener spacing @ 15' o/c max. @ head and jamb. FL20461.17 R6 12/31/2021 Opaque single Smooth Star Thermo-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (-47) door with transom FL16107.3 R13 (R14) 12/31/2038, Double Garage 16.2x7 73 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (+29 ) / ( 35 ) (+36 ) /(-42 ) - PENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with 11/8" OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20". 3P" dia. X 3" long lag screws with 1" OD washers with a FL8248.11 R20 121/31/2023 Door (ALT) 8024 Wayne Dalton N/A 1 9/32" thread penetration into seasoned dry woad supporting structure. (+29) / (35) (+34.4) / (-38.3) 1 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (R15) 12/31/2023, Double Garage Series 170-175, 177, 1$0 Overhead N/A and bracket location. 2 3/4" min edge distance. (+29) / (-35) (+34.4) / (-38.3) (PENDING APPROVAL) Door (ALT) 185,187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2"' FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A i above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. I i Miami -Dade approved corrosion risistant tin caps and 12 gat 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A FL5259.1 R32 12/23/2023 Underlayment Polystick lRXE Polyglass USA N/A. Self adhesive (Alternate) - FL17322.1 R7 12/31/2024 Underlayment (Alternate) WeatherMaster100 : Atlas Roofing Corp N/A. Self adhesive - FL34546,1 R1 12/31/2024 Underlayment shield Granulated Owens Corning N/A Self adhesive - (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB-1 APOC N/A Self adhesive : (Alternate) j FL37925t14 8/1�/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. p q N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A ALTERNATE FL33919.1 Rl 12/31/2024 Soffit Variform Soffits PI Gem. y N/A Install per manufacturers recommended requirements. +31.6) / 38.$ (_ ( ) +157 ( ) / (-46.1) � Install per manufacturers recommended requirements. FL15272.1 R4 (R5) 12/31/ 2023 Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) / (-75) APPROVAL PENDING) ) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete mason 2 1 2" min. edge distance 12" o c max. spacing. Can be headed / masonry, / B /N/A (+47)/(-53) Less than 6' span panel MFG. screw or all thread but with wing nuts: 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3 4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2 min edge distance, 12" o/c max. spacing. Can be headed N/A (+45)/(-50)- 6' span or more panel MFG. screw or all thread but with wing nuts. FL17147.1 RS 6/27/2021 Zip System P y Wall Sheathing Huber N/A Install ermanufacturersrecommendedrequirements. p N/A N/A Sheathing James Hardie Install per manufacturers recommended requirements. FL13192.2 R6 12 31 20Z3 / / La Siding p g Cem IAR k P Building Products g N A / i Inc I Joists (2 Story ESR-1336 N/A Install per manufacturers recommended requirements. - - FL1392.1 R7 1/1/2055 Only) BCI CONTROL DATE 33021 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 0 X 87J313DIV. ae T: ST LUCIE COUNTY MASTER PA PRI OJECT* 3AODEL: EXPRESS SHINGLE ^rM,,&RAIGE swlxG: "A.G: y 160 MPH ]EXP. ARCI-IiTEC l STATE OF FLORIDA MAR302W NA4CHAEL C. ANDERSON AR NO 17305 7IR31NT 03.30.21 IDATE: ACAT : 1 /4"=1' 0" `31HEEM A L I