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Home My WebLink AboutBuilding PlansSTATE OF CERTIFIED "Inoww"MN- I��h 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 FLORIDA DESIGN CRITERIA: BUILDING CONTRACTOR:-FLORIDA BmING CODE, RESIDEnIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY Al A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. -OCCUPANCY -CONSTRUCTION TYPE -MIN. INTERIOR FINISH -BASIC WIND SPEED -EXPOSURE -I—STORY RESIDENCE .2—STORY RESIDENCE — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES .FT. CALL. LIVING 191E 50. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16477.E CU. FT. Tel: (321) 733-7092 Fax: (321) 733-7972 ABBREVIATIONS REVISIONS DESCRIPTION INDEX OF DRAWINGS ASV, ABOVE LAV. LAVATORY DATE 01/26/18 —_ CD'S ISSUED Ac AIR H'1ONNG ADJ. AUIUSTABT.P, DJUSTA M.C. M.C. MEDINOI?S MEDICINE CABiIVTiT _— ARCHITECTURAL SHEET # DESCRIPTION 0111548 ALT. ALTERNAIT. MFR. MANUFACTURER 2011 MC UPDATE AMP. BD. CL CAB. CLG. CLR. CONC. CPT. AvIPFRAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET MIN. M.T. MTD. ivITL N.T.S. O.C. PL P-B. MINIMUM METAL THRFSHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON — CD'S RE -ISSUED -- --- SIDING ELEVATIONS ADDED _ CVS RE -ISSUED FOOTING REVISION PER M. BOWES PG PG PG PG PG PG CI -COVER SHEET GN— GENERAL NOTES Al —FLOOR PLAN A2D-ELEVATION "D" El -ELECTRICAL PLAN Pl—PLUMBING PLAN 0146AB 02/21/18 03/26/16 04/15/18 06/21/18 C.T. CERAMIC TILE PIL PHONE CD'S RE -ISSUED PG MI —MECHANICAL PLAN D. DBL. DG. DLA. DIM. DIST'. DR DR. D S. DTL. D.W. DR`TR DOUBLE, DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER PUT PLYWD. PR. P.T. R. RAD, R.A.G REF. RM. R.O. S.C. PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR HALT. REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) PLAN MAINTENANCE _ REVISED LINTEL SITE AT FRONT ENTRY DOOR _ ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) - REVISED HVAC VOLUMES ON SGET CALC SCHEDULE (MELB.) ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) PG PG PG PG PG PG PG PG D1-DETAILS D2—DETAILS WA1—WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS WA5-NOT USED WA6—WALL ASSEMBLY DETAILS 02/113/113 02/22/19 03/28n9 04/24/15 04/24/113 06/12/19 EA. ELEV, EACH ELEVATION S.D. SH. SMOKI. DETECTOR SINGLE. HUNG ADDED LED LIGHTS s KITCHEN +E BATH PER MARK 5OWE5 06/21/19 EQ. EXH. EQUAL EXHAUST SET. SHTHG. SHEET SHEATHING ADDED STONE OPTION ELEVATION C E D (TAMPA) 0149413 09/II/19 EAT. F.G.iFX, F G EXTERIOR FIXED GLASS FUEL GAS SUNWR. SIM. Si. SHOWTR SIMILAR SLIDING ELEVATION VOIDING -ADDED LOUVER 4 GABLE ROOF _— ADDED OPT. 8'-O' CEILING HEIGHTS 10/25/15 FIN. FIR. FINISH FLOOR SL. GL. STD. SLIDING GLASS STANDARD REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 01/0V20 FLUOR. FR.DR. FLUORESCENT FRENCH DOOR sws SHEAR WALL SECTION REVISE ENKAVENT RADON PLAN DIMENSIONS 04/01/20 GA, GA. FOOTING GAUGE TEMP. THK. THICK DGLAS3 THICK 04/09/20 OPT. 8'-O' CLG. HGT: ADDED LED LIGHT IN FOYER _. 04/09/20 GAR. DPP. G.F I GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER T.O.C. TOP- T.O.S. TOP OF CRAB TOP OF PLATE. TOP OF SLAB OPT. 8'-O' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS < "'(ORL) STRUCTURAL SHEET # DESCRIPTION GL. GYP. BD CLASS GYPSUM BOARD TYP. U.N.O. TYPICAL UNLESS NOTED ADDED ELEVATIONS T1G' 'MH'-'MS' (ORL) 01/15/20 H.B. H.C. HDR. HUT. OR HT HOSF, BID HOLLOW CORE HEADER HEIGHT V.P. W. W/ OTHERWISE VAPOR PROOF WASHER WITH 2020 F5C UPDATE - PG PG PG S1—FOUNDATION PLAN S1.lA-DETAILS S1.2—DOWEL PLAN 01/01/21 INSUL. INSULATION WD. WOOD PG S1.2A—DETAILS INT. INTERIOR WDW. WU W.I. WINDOW WATER HEATER WROUGHT IRON PG PG S2—LIFT BEAM PLAN AND NOTES S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLE PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNI.—DETAILS x ZZ` Z�Z ZZ i Z �ZZZ l l l ll 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rZ%J." A DATE: 02 26 21 SCALE: 1/4"= V — 0" SHEET CI GENERAL NOTES SR'E WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL(FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE C'7PTH BELOW THE F007 NG IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH TH WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIC NS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM'D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AN BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCH ITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, T CHNI�UES, 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 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 SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT ENGINEER. �- 10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY , WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION INCLUDING ALL APPLICABLE STATE, CITY AND 9 NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2: AS PER. SECTION R30 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE T BE OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE UI PURPOSES SHALL NOT BE PERMITTED. OTHER OPE GS E E Q PED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NO LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 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 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302 6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC ARE/ BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL LSO, BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS A D WOOD CONSTRUCTION N SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: L STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE " F. AMERICANWOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER XPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OF CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT :'SQ. PLUMING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPL LINES SHALL BE CPVC OR UPONOR PEX"A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATIO14 LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2, 8 FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NO CHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL C6VERING= 1. ALL EXTERIOR WALL. COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS THE WALLS F0FOR AND LOADS OADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301,2(# MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR P RTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b ASTM 1 C 063-19a &ASTM-C1787: 3 LATH & ACCES RIE S PER ASTM-C 1063 19a & R703,7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL Sl UCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEI ING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. TH 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W"DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION CS IERVATION CONSTRUCTION OBSERVATION SERVICES 1 CONSTRUCTION ADMINISTRATION SERVICES ARENOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AN OF THE BUILDER'S / C( BE PROVIDED BY THE FOR CONSTRUCTION AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW TRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL JILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND SERVATION. Reviewed for OoHo unly F+ m �HQiii@emniti ED st"'I&iCee. ��® Ij II i "I S 4qg`� a I \ja X O. f;. �a 9 Ns F A rqj SLTHDIV. & LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 O11R1 MODEL: 4EBB "1828-CALI" G Ac SWING: RIGHT PAGE: f.3 GENERAL r NOTES s, ) 160 MPH EXP. C `{ STATE OF FLORIDA FEB 2 B 2021- MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 26 21 SCALE:1/4 ol =i'-o CON'' 1 iOL BATE: 12/10/20 (RM) SHEET G GROUND WIND DESIGN SEISMIC 5u=J1=cT To PAMArse "=)rl WINTER ICE BARRIER I FLOO AIR MEAN SNOW LOAD DESIGN CATAGORYr DESIGN TEMP- UNDERTLAYMENT REQUIRED' I-IAZA I S ° FREEZING INDEX' ANUAL TEMP! SPEED (MPH) TOPOGRAPHIC EFFECTS' WEATHERING' FROST LINE pEPT1Ib TERMITE NA 1 160 C NA NECVLIGABLE NA I VERY HEAVY 42 NA SEE SL RVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBG R302.108 I-i°l_4n 121_411 Im1_01 1_411 y1_411 i I_411 2-11_m11 121_81 10'-4' I m 01 I 16'-01 COVEM LANAI I 8'8 CLG I ® (2) 3052-SH 3 601 SJa.D. I ❑2 12 G S5 H 3'-4 e0 ROOM � ROOMG 8'"8' cLG BEDROOM #1 8'-V CLG. Q,-8, rLi3 Cf V 2X8 ' d I ' 4'-4" 6 _61AI �Il'-la" .ro 4 -8" 81 m11 i I � nBATIHM WC.------------- b36 V I w.LC. c0 18'-V C & — — — — — — — I i p�ii Lon! 'AliI SHWR PAN W/ ENCL N 0 rK=r- 7-131-0" imii 21.81 b24 SINK L IR-1SH -5 IM ,-- ---u 4(A 1111 �.I11}1\ r---_—T, N Q r AI El W-8'" - LAUNDRY i f~ it `;� I - 1R-ISH r 0 2.8 11 8'-8' CLG i lv�ii ii fK I .9 0 RANGE S ,n 1_811 ��-�n 21-411 / I_011 51-811 PAN. 6 b36 `====r m m '-8'-CLG. :v _O Al i �p O O — v ABEDROOM#4/ ,� IN c. I IV 8 D�C4G -(p > v •— , v N� 111_m1 ry 2'-8" d 31_/ I1 III m3A1 41_01 1 --8" �� in Iu © f r II Al v BEDROOM #3 �`e "' i i s ?e IS�ir�F� A 8'-8' CLG. 3 _4 61,811 �yl_81I 0 _ ® _ WH. 0 Ne �t 22'x54' l I ATTIC I ® L ACCESS J o Cff I I OND II - LAV. S I I �m flu AI IIQ u� BOLLARD `n r cn r BATH#2 `8 I I I Ip AS REQ. PER BLDG_ `0 CODE ,v c. GARAGE ro 2'-4 - V e'-e' CLG e N BEDROOM #2 e V-V CL& n l2 eGrq 10'-2° 14'. W-V CLG. ti 1Ts 3&'XI2" 4 TRANS. 5 1/2" 1/2 3'-5 BNTRY ----— — — — — — — — — — — — — — VV yA� WALLS 5 2 . 'h ABL.E ROOFS ti`a0545" f� c �,,, t ��i e<?i.A i::13i„ i <Ia•�tr� ,S,x;: '� rx:ai. !€ele, :::41,.-,Om ikD t'is5rs. f EXTE RIOR MASONRY WAL BRG. HEIGHTS 511 11'-411 BRG. ie G I=._-: 2 V Z a + 1 2t HW ROOFS Xyz 6U FIGURE R301.2i CO1POt,IENT AMID CLADDING PRESSURE ZONES FLOOR PLAN SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI MI(2 SQ. FT. 430 SQ. FT. 16 SQ. Ft. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 1641-tb CU. FT. 93 Reviewed for Code Compliance Universal Engineerinrp Sciences , OPBNO6 AND TYPE SQUARE FOOTAOE ZONE 1M NPH MILD (Pali R9rrARICB MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-3e CRITERIA 80-10 O.H.D. 1 56 5 25.1/-313 1 12'xI2' SOFFIT 1 5 373/-4S.e BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DAIS 011OV21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. 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 BETWIEEIN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLIDWOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) T ICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POIN WHEN THE HOME IS SHUTTERED. - REFER TO SUCKING DETAI S FOR BUCKING AND RO NOTES. -FRAMEDWALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE'OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ASOVE CONDITIONED SPACE. , -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC ONTRACTOIR AND ARE OF THEIR CLOSEST ALLOWABLE SOFT�ARE TOLERANCES. -OPENING INFORMATION BE OW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND Si ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■o■��■gym ARCH DTL. B SCALE: I/2 m 1' TOP PLATE 0 DEM-- : 2194 H WY A1A, SUITE 301 INDIAN IiARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 W W W.a4desi gngroup.com AA #: 0003325 E 5� I 1 (! Vry� 4 L..-,.. 1+: a e +'ui:-6`tl"w".nVP.�'�.�£;.�M.�4tieSi�G2�rsY4f3ua'<�v'.4a��• 6 CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 M013EL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C STATE OF FLORIDA. 1 FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2126 DATE: 02 / / SCALE: 1 /4"=1' — O" SHEET Al E® ■ EQUAL TO CONTROL JOINT (TYP.i SHINGLE ROOF FYFON 5<TIIXII OR EQ EQUIVALENT IN Sum '�-- Rdapalol q— _O 16'X62' FYFON DECORATIVE 45 SHUTTERS OR A EQUIVALENT 4' RAISEDI BAND CTYF.) 0'-0" FIN. FLR.i�� 0'-0" FIN. FLR- 0 EQ. EQUAL TO CONTROL JOINT ------- I ------- EQ. 11 EQ- FIN !III ■- I I I—I�I—I I —I = � I II FRONT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR 103.4 OFF RIDGE VENT FYF'ON LV12X24 OR EQUIVALENT BRCS. HGT. - OPT. COACH LIGHT 0'-0" FIN. FLR. OFF RIDGE VENT 8'-8" BRCS. HGT 1'-01 4B I 4B A I ❑❑ TYTYP. F. I I v l r II 0'-0" FIN. FLR.# I I ---------- --- Reviewed for Code ED Compliance Universal Engineering Sciences 6 ----------- - —�8 8 BRCz. NrzT. I rli�Llm I II I A3 II II --------- I I 0'_0" FIN. FLR. REA11D\, IFE]LEVATION SCALE: 114 = I'-0' TEXTURED FINISH 11 14B TYP" II ------------------ --- - -i-- - — - — - — - — - — - — - — - — - — - — - — - — —��— r IRIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 - a — I-0 1'-01, I — ■ 45) V I A r r I I TYP. N V ---- - — - — - - — - — - — - - — - ------- - — - — - — - — - — - - — - — - — - — - LEFT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH A ■ 12 11E XA — 8' 6" E3RCa- HGT- 1'-0" y P-IN. i L-R. Em -8" BRCz- �ICsT. '-0" FIN. FLR- I � I I I I_ I DECO. DTL. A SCALE: 1/2 = 1'-0" MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTI LATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450/300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC 470.4 SQ. IN. ( BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL# OF VENTS PROVIDED = 4' SOFFIT VENTILATIONAREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIRI 67.20 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. 6e LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "Y' 160 MPH EXP. C STATE OF FLORIDA II FEB 262021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 26 21 SCALE: 1/4"=1'-0"' SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -4---1 125V OUTLET 20 AMP SINGLE POLE _ - - 110V OUTLET 110Y OUTLET 1/2 OF CUTLET WIRED p TO SWITCH GFI IIOV OUTLET EOUIPED W/GR4D F INTERJPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERP ROOF GROUND FAULT GFI OUTLET INTERRUPTER I SWITCH -�� SWITCH 3-WAY OPER W4..�.... SWITCH 4-WAY OPER. WALL MOUNTED L IGHT CEILING: LIGHT © x _ LED CLG LIGHT O VF LED VAPOR PROOF LIGHT . OVP " VAPOR PROOF .- LIGHT �� l()E RECE88ED CAN r VENT. FAN 1 CFM PER 80. FT. , b g I VENT. FAN W/LIGHT I C`iL _ , „ r ,'. VANITY LIGHT FIXTURE (BPEG181W BY BUILDER) ' 4'X2' FLUORESCENT 2-13ULB WRAP LIGHT AROUND I� !RECESSED) FLUORESCENT FLUORESCENT Ell E LIGHT 2-BULB WRAP AROUND (SURFACE MNTD 2' FLUORESCENT 4'PLUORESCENT ^� 4' TRACK LIGHT PANEL - LAI METER BATT. BACK-UP O S.D. SMOKE DETECTOR W1 HARDWIRE WALL MOUNTED BATT. BACK-UP SA. SMOKE DETECTOR W/ HARDWIRIE BATT. BACK-UP W/ CARBON MONOXIDE ® SICO SMOKE DETECTOR COMBO HARDWIRE INTER-024 ECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT M NATURAL_ GAS q OUTLET TELEPHONE JACK a WATER HEATER KaNITION SOUFcB:E TO BE ELEVATED DISCONNECT MI AIR CONDITIONING TO BE z►aY A/G DISCONNECT SEE AHU ON THIS SHEET ^ TY TELEVISION JACK CEILING BOX REQUIPRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION D CEILING BOX RTED IN TO BE SUPPORTED IN CEILING FAWI_ICsHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnnQ 24' INCANDESCENT LIGHT STRIP n A�Annn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INGANDESGENT LIGHT STRIP FLOOD LIGHT I w KP OPT. SECURITY KEYPAD ..FOR Ps. F'118H-BUTTON CHIMEC; �--�-► U8B FORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. a • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT II PROTECTED PER ELECTRICAL PROVISIONS OF FBCIR 1TH EDITION (2020) 4 NEC 21012 2011 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 MI5013 F15CR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD 8HALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TW ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FU5L. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th EDITION R404j CE IL INEr MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \\`-- — ——— —— — — — — — — COACH LIGPT ELECTRICAL PLAN SCALE: 114' = I'-0' W P Panel MAIN - A PANEL: 8116 wpertbreaker FEEDER: 3 91 CuVUN VOLTAGE: 120124U V & 1-#6 Cu (G) In 1 1/2'`C OR 3- -1 Ph. MAIN: 1 bU Amp M C:_I3 #210 ALTHWN & 1-#6 Cu (G) in 1 112 C. Me Bkr Description Watts Circuit Circuit Watts Description Bkr I Pol 1 20 Exterior Receptacle GFl%r TUG 1200 1 2 1 Ispace 2 20. irrigation Pump 1000 3 4 Ispace 5-...._ 6___. 5304 A/CGU.•1 PANEL: 42 crt. breaker FEEDER' 3 #1 Cu PANEL A VOLTAGE: 120 / 240 V -1 Ph: MAIN: 150 Amp M.L.O. N&1 #6Cu.(G)In1112"C. OR 3- #210ALTHW,N&1 46Cu(C)In1112'C. #12 1 t 1 20 Microwave Hood GFI 1800 3 #12 1 20. Small Appliance 1500 5 #12 1 20 Refrigerator 1500 7 #12 1 20 Dining Doom Lights and Receptacle I AFCI. 1500 9 #12 1 20 Bath #2 GFI Receptacles 1200 11. #14 1 15- Faye/Hall Bed. #2.&.#31 Bath #2',Lights AFCI 900 13 #14 1 15 1 Living Roan Lanai Lights AFCI 900 15 #14 1 15 1 Kitchen and Pantry. Lights & Rcpts: FCI 900 17 #14 . 1 15 ISD & C/O AFCI 1 900 19 #12 1 20 Laundry / Bed #4 1 Den AFCI 1200 21 Space 23 soace 25 space 35 Space 7- #S 2: 35 A/C AHU-1 5525 39 (Heater 5 KVA at 65% 41 i Leo oo� auu}vim .. �� a vxniu First 10000 watts at 100D/4 fflOMO29 Remaining waits at 40% Total A/C load Vire #8 z - d 8000. Range 50 2 #6. 4 6 4500: Water Heater 25 2 #10 8 10_ 1200: DisposaFGFI: 20 1. #12. 12 1500 Dishwasher GFI 20 1 #12 14 5000 Dryer. GFI 30 2 #10 16 18...... 1500 Washer GF1 1 20 1 #12 20 1000 Garage Door opener GFI 1 20 1 #12 1 r ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER LOAD CALCULATION IS BASED ON AfC NON -COINCIDENT LOAD General Lighting & Receptacle Load #12 #14 #14 General Lts & Rec Panel A `9 617 V 554 Reviewed fo• ';ode l Universal tr=Wneenng Sne"ems ° L I I I L I I � I / LED LIGHTING C SINGLE LAV. LED LIGHTING BATH C' DOUBLE LAV, BATH 01 PROVIDE 3t1/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 0410 AL, THWN + 1% OU IN 2' CONDUIT OR 2/0 AL. SEP- (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) SO Mfo ELECTRICAL RISER NOT TO GALE. GENERAt� NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS $HALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TW LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CCNDUCTORS SHALT_ BE TYPE THHNnHM UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 6210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 1$ PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MOB TELEPHONE SERVICE ENTRANCE ECI U1PMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT �- 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5/8" DIA X 8 H-T LONG COPPER CLAD GROUND ROD SVBDIV. & LOT CREEKSIDE € 6, PHASE 2 LOT #11 6 PROJECT# 04321.200 011R1 MODEL 4EBB IGE GARAGE SWING RIGHT �0 PAGE: s k ELECTRICAL PLAN r l .?r;•�. ,.:;r� �_:�.. ;,..tea � STATE OF FLORV A, , C/ e x FEB 2 6 2021 111 MICHAEL C. ANDERSON a AR NO 17305 -_% hhs .++chi:" .cam. tazo DATET 02/26/21j SCALE: 1/4"=1'-0" SHEET EI a r I a r PLUMBING PLAN SCALE: 1/4 = P-0' A A,, TL T M, (1_E KITCHEN SINK lU/ AUTO VENT I 1-1/2' VTR I I I (ALTERNATE RIGHT) PLUMBING RISER DIAGRAM cne�fne�- Sciences 2194 HWY A1A, SUM INDIAN HARBOUR BE FLORIDA 32937 PH: 321-802-359, www.abdesigngroup. AA #: 0003325 r Nk r. CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 Ol1Rl MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN f•; 160 MPH EXP. STATE OF FLORIDA, // FEB 262021 AR ,,�� `�7 (.)!,'a PRINT DATE: 02 26 21 SCALE: 1/4"=1'-0" SHEET pI Eo EE I I I LANAI I I I I I I I I I I E Ell E E E------- Ell Eli E E o E 9' E 12X12 12X12 E LIVING ROOM DINING OWNER'S ROOM SUITE El 0 10>16 El 12m CFM IOx,& lox a 12m cFM I2m cFM ax4Nr I ------- - ---- - -- CFM I O• n I -------- a. I 1 5 FM r- ---n --WON F, = 1 W.I.c. ax4 I o I 1 I ® ® I I I I r' 45 cFl" I I 1 I I Imx6 ---u 120 CFM r---- E II I KITCHEN 45 cFM ; IF__�__ r L Q I I 1OX& O 0 _— �5 cFM 5 E E Izx16 I I xa as BDRM. 3 MLOUvRII 4' ® DEN PLANTATION I I 6' 180-04 2-8'11 E E IOX6 MAX AIR 11 75 GFM 584.15 CFM I I II 1 RAI 5' II 12Xa — — E SS O I I ° L — — — — — - J 6 I 5 2 cf O ° II �cFM El CFM 5 4a1- I I 12XB I E BAH #2 I PASS TI-IRU GARAGE El to1mx6 CFM FOYER 0 I SLAB ON GRADE BDRM.#2 It E ElE --- ENTRY FRAMED WD - EXTERIOR I - - - - El '0 o El El E E Ell MECHANICAL PLAN SCALE: 1/4 = P-m' R-VALUE SCHEDULE FLOOR SUBD— LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828—CALI" GARAGE S WING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C FEB262021 PRINT DATE: // 02 26 21 SCALE: 1/4"=1'-0 H" SEET l� I PER F_L_R.__ PLAN 1/2' CLG. I/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX FIN. PLR 1v1 rye ai Ar= 455 2X4 WOOD STUDS e24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TT TT, T-k TIT1 TAT A T T 2 -k T f11T 17 T7/'1 SCALE: 3/4' = I' -O' 3 5/8' OR 5 3/8" 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/5, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED 16" FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF d WALLS ADJACENT TO TO WOOD STAiR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4" WOOD TILE FINISH SCREW WOOD BASEBOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A NON-BRG. \11D 1 SCALE: 1/2' = I'-O" BOND BEAM SOL iD GROUT W/ (0- S (2) COURSE FIBERGLASS SHINGLES 5" DIA. SLEEVE, DO NOT CUT REBAR� 2A)PIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=1'-0" WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR 905.1.1- WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR SO5.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER SHEET SNi. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER HIGH SCHEDULE 5RTREENN SGTH CLG. BOARD REFERENCE VAt ION STRUCTURAL PRE-ENG TRUSS —� SEE ENERGY CODE FORMS FOR \� PRE-ENG TRUSS INSULATION R-VALUES \ REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER I 0 TYP- 2x FASCIA PER ELEVATIONS p _ "r ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8, CMU CEMENT LTAO STER 1/2' THICK, 2 COAT PORTLAND N�. DIRECTLY MASONRYIED CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. 3 DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLRL 0'-0' FIN. FLR NOT CUT BOND AM BARS .�CAIJLK AND BEAL GAB LNE �I k PVC SLEEVE FOR GAB LINE —a' a-nN -- In, GYP. U_ BD. WOOD BABE �- IRE- 1. .e. 4 . a 2B GAS LINE THR,U BLOCK 2 1 SCALE. 1/2'4-0' -- FIBERGLASS SHINGLES ---2X4 SPF 24' O.G. MAX.--,, WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR e05.1.1. a EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER —PER STRUCTURAL DETAILS — SHEET SNI. SECURED PER FASTENER SCHEDULE —STIFFBACK AT ALL UPRIGHTS-- MTL. DRIP EDGE PER STRUCTURAL DETAILS 9" 2x FASCIA PER MA ; PRE -ENG WD. TRUSS --- ELEVATIONS O. f ILI PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER - THICKNESS AS PER STRUCTURAL DETAILS SHEET SNI. SECURE PER - SEE ENERGY CODE FORMS FOR-/ FASTENER SCHEDULE ' INSULATION R-VALUES ON SHEET 5N1 - PER ELEVATION PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS \rT— . d a . 41. .A a. 4 4 . a W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=1'-0' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48613 TYPE IV, OR ASTM D 6-15-7 1/2' THiCK, 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. BD. — WOOD BASE 0'-0" FIN. FLRiiii,I 8' CMu 4' �a 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GAILY. STEEL t TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REGL VERTICAL TRACK I' MIN, BY MAUF. SLIDE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL REQ. CORNER BEAD e' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. :PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR A W WINDOW OPENING �TYP. WALL SECTION L NO OPENING ('' A T� T P 7D T n rI Ter TAT A T T SCALE: COmpliance t, _ reviewed for CO& 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 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM CB20 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type Of sealant. Fluid applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdL,signgroup.com AA #: 0003325 SUBDIV. as LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB262021 MICHAEL C. ANDERSON AR NO 17305 mmmommmor PRINT 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET a TOP; 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X e' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT= If] n 0 'SECURE 2x4 ONE' FLAT TO BLK W/ MASONRY �0 NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2, X B' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/0' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT 1x4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING GARAGE DOOR BUCK ATTACHMENT SCALE: I/t'•I'-® W CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (Do NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 0 2X4: cm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.C. MAX SPACING 2X8: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN e' OF EACH END 4 IS' O.G. MAX SPACING. L� S' CMU I/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" INDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN On OF EACH END 4 18' O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' of EACH END 4 IS' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER 11/16' 0.5$. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1'15/16" @WINDOW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. 2X(2: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2XS: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK `r 8' CMU 1/2' DRYWALL I'X4' ❑ P.T. NAILER Elir DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER 'MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" nNDOW TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN On OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OP EACH END 4 18' O.C. MAX SPACING. a' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (Do NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" ENDOW TO 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 1 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2r2d WITHIN 8' OF EACH END 4 6' TO 8' O.C_ MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS_ NOTE: 844IM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" :: F 2X4: CO SECURE TO Bl-OCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OP EACH END 4 18' O G, MAX SPACING. 2X(R: CEE SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X8: CEM SECURE To BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. — e' CMU 1/2' DRYWALL I'x4' P.T. NAILER T/I6' 0.8.5. X 4' MIN. o— 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" rNWINDOW TO BLOCK +3 7/16" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 19' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 10' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OP EACH END 4 18' O.C. MAX SPACING. — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK I NI S' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER 1' P.T. X 4' MIN. �4 r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3/4 DOOR FRAMING Reviewed for Code Universo' Engieeinc. CMU }' DRYWALL IX FURRING RIP 2X10 TO 8-T/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS it r TA 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 #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828-CALI" GARAGE SATING: RIGHT PAGE: DETAILS 160 MPH EV. C STATE OF FLORIDA FEB 2 6 2021m MIC HAEL C. ANDERSON AR NO 17305 DATA 02/26/21 SCALE: 1/4"=1'-0" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT — FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH s 9' O.G. MAX (VER%). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED 0 1' O.G. MAX VERTICALLY 7 I THICK, 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER RI, STUCCO WRAP WOOD SHEATHING OR T/I6' ZIP SHEATHING SYSTEM AINSTALLED PER \ d' TO a° LATH SHALL NOT OAP MIN.M I BE CONTINUOUS 6' TO S' 6' TO S' THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN NOT£ \ / CONTROL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 004-15' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF b' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I' MIN. LAP ® METAL LATH 6" MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: 1 I/2'=1'-0' LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Z / WOOD STUD: \ NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — THEY MEMBERS. PAPER O THEY SHALL BE TIED M TYPE CONTROL JOINT BETWEEN SUPPORTS WITH 00415-IN. (121-MM) STUCCO — OL FOLD INWARD • Pr. A OI. FOLD INWARD • PT. A 7. CREASE • PT. B Fa O L FOLD INWARD • O L FOLD INWARD • PT- A PT. A z. CREASE • PT. B 2. CREASE • PT. B 3. CREASE 0 F?. C 3. CREASE • PT. C 4. FOLD PT. C OVER PT. B TILL PT. C TOUGHE6 BOTTOM FLANGE — SHINGLE ROOFING) DRIP EDGE: OVERLAP 3'. EXTEND 1/2' BELOW SHEATHNG, MECHANICALLY FASTEN 4' O.G. MAX FLANGE L WATER TOOT SEAL. FOLD, 212 Ngm GUT. j' THICK, 3 COAT CEMENT PLASTER rFRa'B), IR' 2 COAT CEMENT PLASTER(CMN) WRB LAYER 02, FORTIFIBER BUILDNG PAPER (FRAME ONLY) WRB LAYER 01, STUCCO WRAP(FRAMIE ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILNG FLAWAE, STOP WRB APPRQX I J5' ABOVE SHINGLES (PRAMIE ONLY; i—FRAME OR ISM FASCIA WRAP 6x6 WALL FLASHING KICX-OUT FLASIPM (SEE DETAIL) ® KIC KO UT DETAIL d.� WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) WIRE AT INTERVALS NOT MORE THAN 9' (225-MM). AS PER ASTM C1063. THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIRBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M.ANUF. SPECS.) 6' MIN. LAP LAP ® LATH LAP e PAPER FOR FREPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL a STICK -1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER 1#aQm- SI41114$41d4 OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) B" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED z 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT n WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS ram- "L" FLASHING- N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL)' OVER \ 4" APPROVED HOUSE WRAP. FLASHING DO EXTEND O1'T(2 PIPE 1' OR LESS PIPE - PENETRATION :% )ii:i:`;`:: CUT AND OVERLAP ONE SIDE OFF SELF -.ADHERING MEMBRANE FLASHING �»� 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE.- IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES � I=' E N.T.S. 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER 01, STUCCO WRAP -- WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %1 CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASi M C 1063-19a, or ASTM 1787. NETfRATION DETAIL DfRAINAGE FLAKE (WfRB Lr4�l`E1� #1, STUGG0 WfRAF) 11J? 5 LA4rE1R 1*2 (FCfRTIF15E1R—.—.—.— —'- 5UILDING F AF'EF;�) r'iETAL LATH X X X X STUCCO ; a WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLA5kING — — — — — — NOTE: t''IETAL LATH: LATH TO E3E 1=E1R SECTION R 103.1.1 / AeT1-1 C - B--1-14a , 111N. 2.Fp L55. 1=E fR SO. *rAfRD (UT I L I T�T' NCI* I INAL LATH DOES NOT 1"IEET SF'ECIFIGATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Aft �sama% 'O�� 1 1 ` 1 O�%` c U 02 spy W a SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"=1'-0" SHEET Y Y AI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD WRB LAYER "I, STUCCO WRAP 6 DRYER INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya' CAULKING 4P JOINT ALL AROUND PER SECTION R703.7 Extarlor lathing and pi Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM1787. HOODED VENT 9' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) UJRS LAYER #2 (FORT11=15ER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO .. e;. WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R703.11 / ASTM C-84-I-14a, MIN. 2.5 L55- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO FINISH I:o' SELF ADHESIVE OVER TOP E SIDES FLASHING: UNIT PREMANUF. DRYER VENT CAP (SET IN GONT_ SEALANT) WOOD CONSTRUCTION �SEALANt g TOP E SIDES s' cMu JUNH-` a . �B DRYER VENT (BLOCK) .`= BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 b" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' F_ — — — / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AAMMAA I V TC%=L.>=Iy>= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM • �=� "t �� R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP IBELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z READ OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP *1 5 T E F :13 29 Reviewed for Code Compliance Universal Engineenng Sciences 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS.) OR ZWOOD SHEATHING WRB LAYER "I, :STUCCO WRAP _WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 1/0' TEXTUFRED FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a '1' O.C. MAX Ye' TO Yt' MID -WALL WEEP SURFED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 7-1 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING `WRB LAYER 02, FORTIRBER BUILDING PAPER eT E F # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T EFF *IE5 5 T E F *1(8? C1 ELECTRICAL RECEPTACLE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL783DIV. & LOT: CREEKSI-T)E PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA �FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / SCALE: 1/4"-1'-0" 1 SHEET LEGEND DRAINAGE PLANE (WRB LA`r'ER #11 STUCCO WRAP) WRB LAVER #2 CF01RTIFI5ER BUILDING RARER) METAL LAT14 5TUCCO WOOD OR -1/1(0" ZIP WALL 5kEATkING SELF-ADHESIVE FLASHING 2 1 /2 ''i 1 A ]q1CORNER BEAD JL II JLJ I 0 CORNER BEAD (FASTENER 4 SPACING 6 1" O.C.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0i) BLOCK Reviewed for Code Compliance Universal Engineering ID Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828-CALI" GARAGE SWING. - RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA L_ FEB 262021 MICHAEL C. ANDERSON AR NO 17305 rs%aa. i 2126 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET 1TERS1, LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/1(0" ZIP WALL SHEATHING ING WOOD CONSTRUCTION 5EYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE — 5ARRIER V2 LAP SIDING /6' REVEAL 6' SELF -ADHERING — FLASHING STARTER STRIP — DO NOT CAULK OR SEAL OPENING GALV'D METAL — Z' FLASHING I Ys' X 6' SIMULATED WOOD TRIM MEMBEI STUCCO CASING — BEAD x—x—x—X 1': 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER $I WEATHER RESISTIVE BARRIER "2 W SELF -ADHERING FLASHING GALV'D METAL Z' FLASHING DO NOT CAULK OR SEAL OPENING �I Ys' X 6' SIMULATED WOOD TRIM MEMBER 6EAL GAP W/CAULKING �/ OR APPROVED SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME TRANSITION WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER •I WEATHER RESISTIVE — BARRIER "2 %?l EYVEAL ORDING BOARD R BATTEN 6' SELF -ADHERING — FLASHING STARTER DO NOT CAULK OR SEAL OPENING GALV'D METAL Z' FLASHING HARDIE TRIM PER ELEVATION 4 \ 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE 5ARRIER '2 o/ 6' SELF -ADHERING L�/ FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WARDIE TRIM F'ER ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO Ca) BLOCK TO FRAME TRANSITION 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MO DEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rscaim i 02 26 21 DATE• / / SCALE: 1/4"=1'- 0" 8HEET \ 2xro SUB -BAND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE i/S" TEXTURED FINISH 'm WOOD 1/2" TEXTURED FINISH a CMU 11 it II II II r 1 r 1 � 11 METAL FASCIA 1 WRAP Ys" FROM 11 STUCCO, 1" FROM 1 WOOD WALL 1 � 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 NOTE: NOTCH FOR 2XF SUB BAND ONLY \ )ELEVATION - METAL FASCIA WRAP 2X6 SU8 11 1 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �— I-1/0" TEXTURED FINISH Q WOOD, 1/2" TEXTURED FINISH 6 CMU `-,! 2x6 SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK \ METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH + WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH .WOOD SHEATHING OR CMU LURE, LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT e) WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS (o"-8" O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH lw END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C) WALL _SUB BAND DETAIL ® WALL ICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYHx4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a 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. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYUx4" NOTCH 6 END, WRAPPED IN PEEL 4 StfGK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 329?-7 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 26 21 DATE: / / sCALE: 1/4"=1'-0" SHEET A6 i 12'-4" 10'-4" io .I r I 39'..8" '-41P v 7 4' J -4 10'FO" FM-12— 1/7 ) 4" CONC.CN N w � SLAB X 0LLl a �I :3 1/2" LL EXTEND SLAB 1 1/2 ''TOP OF SLAB `� C0 M �FM-12X18 1 17'-4" I a �Co x N Ir _ILL I� Co o X T co M �I I I' oI � FOOTING SCHEDULE ou" Compliance OUNDATION NOTES SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR JMPACTING REQUIREMENTS. TOP OF FINISHED SLAB SHALL BE+-0'-0". COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED FHERWISE. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN RMITES. TREATMENT SHOULD BE 1N ACCORDANCE WITH THE RULES AND LAWS AS 3TABLISHEDBY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER ERVICES. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: 2OVIDE 1/2" FELT PAPER AT THE JOINT COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL RAWINGS. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE INDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS p.{ VD WITH THE MANUFACTURES SPECIFICATIONS. i. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. k .MINDICATES #5 BAR, VINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL INFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE JOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' JOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. . SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. I. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL INFORCING FOR ALL FOUNDATIONS DESIGNED WAS BASED ON ALL ALLOWABLE JIL BEARING CAPACITY OF 2,000 PSF TRANSFER REINFORCING (TOP STEEL) HAS =EN DELETED UNLESS NOTED OTHERWISE I. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS I, THERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: 1 IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION EACH SIDE OF ALL OPENINGS D) ALL CORNERS i. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16. BUILDING CODE EQIJIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION HALL BE 1N ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" ORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, i.. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED -0" O/C MAX. SEE PLAN FOR MM SIZE. VSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING ODE, RESIDENTIAL, 7th EDITION I� I, SLAB SCHEDULE _SLAB THICKNESS REINF. REMARKS 6x6 W1 4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER 15'-8" • I 4" PVC 1 Q , CHASE 1.1 - 0 TE-1 -- I N 4" CONC SLAB 1/2" o *5 I 4 2'-8" 17'-8" \3'-0 1 0_ io I TOP OF M 5 SLAB uo 3 6 Co N N I o I 00 WI xl W O eq o_ O LLI o N SLAB-EXTEI1/2" 2 a 14" CONC. LLI ao F -12X18 V Co SLAB a wI N N ' I L *3 1/2" 0 aI I 1/2' T-5" 5 1i2" -7 1/2" 1.1 L TFM=12X18 1.1 — J FMC-12X18 FM-12X18 _ 0 4 1.1 1 0,-2" T-10" 2'-8" 14'-0" 4'-4" 21 1-4" 39,-8" i I 2'-8" PROVIDE MARK TE-1 FM-12 FM-12 FM-1 FMC-1 F-24 CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 8" SEE PLAN 101. - (2) #5's 12 12" CONTINUOUS 12" - (2) #5's 18 12" CONTINUOUS 18" - (2) #5's (+)0 0 18 16" CONTINUOUS 181, - (2) #5's (+)0"-0" x18 12" CONTINUOUS 18" - (2) #5's VARIES 24 24" 24" 12" s s Ho"-4" FOUNDATION PLAN SCALE: 1/4" - T-0" SECURE A/C SIMPS❑N WB CONC.STRAP 1 W/ UNIT ROLL STRAP OR 3/16 C2)TAP-C EQUAL @ EACH TAP-C❑NS TAP -CONS CORNER OF UNIT CONC, SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL L94 HWY A1A, SUITE 301 JDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 vww. a bd es i gngrou p. co rn AA #: 0003325 . nxira 8c LOT: . CREEKSIDE PHASE 2 LOT #11 ROJECT# 04321.200/011R1 ( MODEL: 4EBB "1828—CALI" ar1,ARAGE SW7MG. RIGHT I PAGE: i FOUNDATION I' PLAN �G1 161) IARH�'- �EXP. Rill �1;71s , EJ' STATE OF FLORID r I- E FEB 262021 MICHAEL C. ANDERS( AR NO 17305 SATE,: 02/26/21 SCALE: 1/4"=1'-0" sxEET �j. sl Z STEEL REINFORCING IN GROUTED CELL SEE (PLAN FOR SIZE AND } SPACING REQUIREMENTS 2 I" Q W m V V J a, U) _ z 8" CMU WALL p co 0 e a' a a' SEE SLAB SCHEDULE EXT. PORCH SLAB d a ' da 4" CHAMFER (i-STORY) W/ 1/2' ISOLATION a 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z " SEE SCHEDULE ', FOR WxD, BAR SIZE iv AND BAR QUANTITY +_ 0'-0" TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 314"=T-0" 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 M SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS i I BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 W00 EARING — WALL W/ SYP No 2 XUDS SEE PLANS FOR SPACIN INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT ;ALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK1,114 RE BZ. PLATE TO VT d MASONRY NAIL AGGERED. LMETAL JECTORS NOT PRED WHEN NO :TIS PRESENT. SLAB SCHEDULE OF SLAB �IF da ° y SEE SCHEDULE FOR WXD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE: 314"=1'-0" (NO LIFT) Z I; ° 2 STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND 0 Y SPACING REQUIREMENTS W '3 00 LLJ O 8" CMU WALL o Z �— TOP OF SLAB ICI a ..,a' a -VARIES SEE SLAB SCHEDULE TOP OF GARAGE a , . EXT. PORCH SLAB LLA 4" CHAMFER (1-STORY) ` W/ 1/2" ISOLATION 6" CHAMFER (2 STORY) JOINT (WHERE 01.4 I4. ' SEE SCHEDULE APPLICABLE) Z FOR WxD, BAR SIZE AND BAR QUANTITY N r MONO -FOOTING C2)EXTERIOR GARAGE SCALE GARAGE- III W Lu NEW REINF. BAR O IL SECURED W/ 2- PART a Q EPDXY. MIN. EMBED J ¢ 8" UNO Q p FOLLOW ALL MANE =m SPECIFICATIONS FOR m USE ND I�A PREPOF �q4 —HOLE. —4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 5GALL: 3/4"=T-Lr STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND .SPACING REQUIREMENTS a o� 00 " m W W J c W /` � O 8" CMU W 7 oZ CO-- +_ TOP OF a SEE SLAB SCHEDULE z z — _ a "ISOLATED COLUMN PAD 00 `• CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB d SEE SCH ULE . FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- DOTING AND COL. P SCA77- 30" MIN. EACH WAY MONOLITHIC FOOTING rT p. °• D P D ' FM r . CORNER BARS SAME SIZE AS LARGER BAR v DI IN FOUNDATION WITH 30" LEG EACH $ ' WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS 'MATCH AMOUNT OF CONTINUOUS BARS v L 'ILL CONTINUOUS STEEL MONOLITHIC v • FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEASI NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION r;'�� CORNER BARS DETAIL RECESS AROUND GARAGE DOOR OPENING FOR NRY SET EV: SCALE:3/4"=1'-0" \ / SCALE:3/4"=1'-0" AP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS 2-ROWS 4 O/C BTM. VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W! SYP WALL W/ SYP No 2 STUDS SEE No 2 �,TUDS SEE PL S FOR E R TO SLAB A AB W! PLANS FOR SPACING SINGLE SPACING. SINGLE BT LATE .PLATE 1/ "x DGE ANCHOR 2" BTM PLATE TO BE PT. TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLATE XY 5-1/2" EMBED. MIN. @ t "0C SLAB W/tOd MASONRY SIMPSON SPH4 OR SPH6 AX. NAIL 16 O/C STAGGERED. BTM AND TOP PLATE ADDITIONAL METAL ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT COMMON NAILS FILL ALL REQUIRED WHEN NO HOLES, DO NOT USE 10d W V> UPLIFT IS PRESENT. x 3" SEE SLAB SCHEDULE W m SEE SLAB SCHEDULE Q Q +_ „ 0,-0 TOP OF SLAB ° , a d a TOP OF SLAB a . G _ • m 4. aft, "•. �d . EQ. EQ. SEE SCH ULE EQ. EQ. EE SCHEDULE FO.R WxD, BA IZE FOR WXD, BAR SIZE AND BAR QUANT AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WA INTERIOR CURB FOUNDATION WOOD WALL 8 SCALE: 3/4"=1 -0" (W� U P L I F ) \- SCALE: 3/4"=T-0" (NO UPLIFT) Reviewed for Code Compliance 1B Universal Engmeenng Sciences POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE:3/4"=1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I i � 4 CC i ti m I, SLTSDIV. & LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PACrE: DETAILS 160 MPH EXP. N STATE OF FLOR D FEB 2 0 202� AICHAEL C. ANDEMO AR NO 17305 PRINT 02/26/21 DATE: SCALE: 1/4"=V-0" SHEET S 1 A ., _1.- v 0 N W Ni (D N co io in co b � v CD L -n 36,_0, EJIM 27,_0" 26-10' 19 -0' 17,_$„ 14'-0' T 10'-0, 3,_0" 0 n - I o- O M co 00 N 0 N O N � o o N a L r o 0 2'_4" 10'-6" DOWEL PLAN SCALE: 1/4" = 1'-0" Revieweo G9 Corn Universal Sae HWY A1A, SUM `,N HARBOUR BE FLORIDA 32937 H: 321-802-359 ✓.abdesigngroup. AA #: 0003325 Tm v= CREEKSIDE PHASE 2 LOT #11 V1 "PROJECT# 04321, 200 011R1 a�®DEZ» 4EBB "1828-CALI" �QARAGE SWIENG: RIGHT I PAGE: '� y9 DOWEL, PLAN i " 1 AIPH EK5=, C ` 1, STATE OF FLORID EEB262021 ICHAEL C. ANDERSON AFC NO 17305 ITFU V'T 21 J2 26 DATE: / / ka SCALE: 1/4"=1'—O" SKEET _st S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ It)" HOOK GROUTED BOND BEAM VARIES PER ELEV. - ° .d . d.. a; 4 4 d • Ja O e. CLEAN OUT REQUIRED FOR INSPECTION a m cc +' ° 10Y 0 o. 0'-0" FIN. FLR. �TIE %ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK 4 mod_ Z III � O Cl) U HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #S 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL .3 EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING " SEE SLAB SCHEDULE A c ° 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) i Z ` MATCH STEEL g REINFORCEMENT N PER SCHEDULE r 'd' TOP OF SLAB +4 4 4 y Z W < a e 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxDBAR SIZE PER SCHEDULE BAR SIZE 48'BAR DIA. #3 18" #4 24" #6 30" #6 36" #7 42" AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering 93 Sciences #5 BARS u �10 =1E 1101. p 40 r LIJI CMU UNIT DIMENSIONS FAao ARE NC MINAL SIZES ' MA ONRY SYMBOLS 3 ® 0 2194 H WY AJ A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CR,EEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS REM k<=1 gryry�y 4i STATE OF FLORID -A FEB 2 6 1021 MICHAEL C. AN DERSON AR NO 1 730 PRINT 2126 DATE: 02 / / SCALE: 1/4"—f-0" '4 c-4mily FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)',10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TORE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 ANDAPPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND 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 REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8"LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-O", FINISH FLOOR. UNLESS NOTED OTHERWISE: BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = OP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC _- ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT REINFORCEMENT STIRRUPS MARK DESCRIPTION fc (psi) SIZE WxH' R MARKS BTM TOP MID SIZE SPACING 13131 MASONRY 3000 Sx8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES Gr SF8-1 T/OM/OB LIFT :BEAM PLA 19 Rev,.. _... u;r Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA * 0003325 PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C kE OF FLORIDAB12.6 2021EL C. ANDERSON R NO 17305 PRINT DATE 022621 / / sc.daLE: 1 /4"= V - 0" 8IOET 1/4" - 1' 0" uI #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICP #5 BAR IN BOND BEAM l CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=Y-0 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" - 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#: 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONT NUOUS AROUND �G4 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT I HEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" in 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM r COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 7�� 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • O Y�G 8x8 BOND BEAM TOP OF .h • Q�� W/ (1) #5 BAR - - BOND BEAM OF F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH "# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 8x8 PRE CAST CONCRETE 16-1 T/ 1 M /O BLINTEL NOMINAL �� LENGTH OF BAR AWIDTH OF MASONRY' Q HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION $ BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT OR 2 THAT XFXX - 1T/1M/013 INDICATES A DOUBLE BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE ; � SCALE: 3/4"=V-0" AND XFXx - 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEERS INTENT AND XUXX - 1T/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS _ _ TOP I$ LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1 /2"=1'-0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 14') 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (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 EMBEDMENT 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL® SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL Reviewed for Code Compliance Universal Engineering FA Sciences 3/4"=V-0" STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR EACH SIDE STEEL REINF. OF O LEVATION BOND. BEAM CHA E CHANGE IN ELEVATION OF BOND BEAM crni c- 'VA"- 2194 HWY A1A, SUITE 301' INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA', #: 0003325 SU]BDIv 8a L.om CREEKSIDE R PHASE 2 LOT #11 I ROJECT# 04321.200/011R1 4EBB � "1828-CALI" GARAGE SWING: RIGHT ,, AGE: I DETAILS � sy 7 )T C OEM STA O-F FLORDA FEB 2 6 2021 CHAEL C. ANDERSON AR NO 17305 RINT OATE: 02/26/21 SCAL.E:1/4"=1'-0" mh li{ SHEET S2. 1 A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPEL OAD LF SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPEC24 16-1TIOB 0-1T/OB 1T/OB 1T/OB -1T/OB TYPE LENGTH �8 PLAIN 8/8 SOLID TYPE LENGTH �-1T 8116-IT _sna1T WA -IT S28-1T &f32-1T 16-1TNB 1T/1B 1T/1B 8-1T/1B -1T/1B 81&Zr 8ii r 8v2o-2T Br14-2T ene-2T s/32-2T 3'-0" PRECAST 3114 4217 5321 8428 7531 3'-0" PRECAST 689 1024 3'-0' PRECAST 1569 3524 4394 5283 6132 7001 6113 6385 7708 9031 10000 1569 3524 4M 5165 6132 7001 4'-0" PRECAST 2305 3125 3945 4765 5687 4'-0" PRECAST 514 763 4'-0" PRECAST 1383 —3815 3060 3815 4570 5325 6079 8113 7192 6524 7827 8751 4670 5325 8079 4'-6" PRECAST mo 2400 3033 3888 4300 4'-6" PRECAST 398 591 4'-W PRECAST1207 2 ? 3375 4043 4711 5379 5743 7547 6752 6541 7565 1207 2707 3376 4043 4711 5379 5'�" PREGAST 931 1999 25W 3123 36M 4249 5'�" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 29" 3513 4084 1319 4480 7196 7342 5780 6259 1016 2276 _ 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 V-10' PRECAST 909 1499 1971 2443 2015 3387 1161 3693 5877 6038 6548 5776 929 2080 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3=7 3031 3707 4383 5061 6'-0" PRECAST 410 721 6'fii" PRECAST 835 - 1201 — 1578 — 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 _ 2329 2790 3251 3712 71$" PRECAST 570 938 2498 2205 2098 3191 3685 T-6w PRECAST 303 534 7'4r PRECAST 716 900m 1181 1462 1743 2025 938 2495 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 on 1593 2204 2481 2818 2821 9-4m PRECAST 192 384 9'-4' PRECAST 4M 566 _ 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 _ 1643 1989 2164 2519 19-6n PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10'-0" PRECAST 356 468 _ 612 _755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 1 V-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'4" PRECAST 132 417 1 1 V-4" PRECAST 430 406-- 530 653 777 872 544 1312 1742 1 2252 2666 3552 466 1042 1372 1643 1470 1710 i z-0" PRECAST 308 507 1210 15M 2048 2588 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 � 366 �- 476 587 698 783 507 1210 15M 2048 2586 3171 440 940 1300 1500 1314 1476 I T-4m PRECAST 270 433 1045 1365 1732 2157 2535 131-4" PRECAST 82 298 17-4" PRECAST 308 303 393 484 575 645 414 1 1045 1385 1732 2316 2605 396 7806 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 am 390 978 1272 16M 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 826 748 865 458 1079 1420 1824 2277 2712 246 663 980 1237 1474 1715 15'�" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'�4" PRESTRESSED 224 387 _464 574 684 793 412 1014 1340 1703 2118 2513 230 616 _ 908 1134 1353 1572 1 T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 174" PRESTRESSED 1_87 326 _ 365 451 687 880 300 ON 1121 1413 1739 2047 192 506 _ 720 501 1135 1312 19'�" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED _ 162 266 348 430 513 595 235 738 959 1200 14W 1716 7_66 429 _623 803 950 1098 21'�4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'�4" PRESTRESSED _ 142 219` 308 381 454 527 180 596 833 1038 1168 1488 142 373 _._ _ 537 ON 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22 -0 PRESTRESSED � " 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 _ 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R.91 24'-0" PRESTRESSED 124 174 245 302 300 418 129 450 654 824 1014 1147 124 319_ 455 01 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED A - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code Compliance 93 Universal n es Engineering 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL78DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #11 PROJECT# 04321.200 011R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT DATE: 02/ / 26 21 SCALE: 1/4"=1'-0" SHEET 2 e 2 A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)110d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED 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 PBS36, ,177" 0x 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 0'1 FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDEF W/2X6 E CHORD W/2X4 SUS TRUSSES fTOM I I .BOTTOM. CHORD 2x4 SCAB NAILED TO DIAGONAL END JACK TRUSS OT-FOM BRACING/BOTTOM CHORD lMINI (4) 10d CHORD BRACING INHERE APPLICABLE NAILS F R EAH CHORD ONN CTION A DISSIMILAR BOTTOM CHORD BRACING @ END SCALE:1I L}S FOR. EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONNECTOR ELF NUT CONTROL DATE 371/2D2A WINE USE SIMPSDN Miiert UP, SIMPSON DES. VPLIFI GRAVITY DES. VPULL GRIVRY FASTENER FASTENER III 16-18 1All METM6 LIEU 181 IDAX11/P' 1 IIY,(]) 1.1111, EM11BfD4 IF) IDtlx11/2"1-PLY,(6) ISE 2 PLY, 6MBE00." 12)HTA 1618 2130 (2)META 16 19g3 III) 10d A 11/2"3-0LV EMBED4' (1d) I Od x 1112I PLY, ENDED0." FL 16 A 18]0 HUA-16 1830 10IOtl N]1/2',,836d2PLYEMBfD4" 1)I I 91..112'IPLY 81Ed2�ELV MIND4 f 1 / I1 .f HTA 20 ]BN H -a FTA2 1810 1.l0e 112' a LED BPC! EMBED ( 1 / .(1 9INx1 >" P () 1(..l (6J fEd 3�PlY. EEG 1 2) FIX 20 243U (2)XPTA QD OTIS (12) IN X 11/2.I-PLY EMBED4 (IOl IN x 11/21Pry EMBED4" 25CV (10) IN 2 PLY EMBED4 (12116E3PLY, EMBED4" .UGT-2 1655 DOTI IBBS BU(LE /4 3'WUB B B A e s WOOD 116)FDA p) 1/4 v2iAl TREN,WCLNE IIId IVGT-3 DIED LOUP1 1 348U IONCP)3/8 %5'Wedg 801t+AnChON,W00D(121WSCO (1215D51/4"x3" TO GIRDER, I413/B'x5'TREN H DIGWA1 )HTA-20 243p 111 14. (I6) Wa 11 V2,1'PLY AD HUMID USE OF U) HT420 ACCEPTABLE (19) 111 X11/2,1 PLY ALTERNATE USE OF 12) HFTA �ID ACCEPEABE MUGT15a 394E NOT 396E (1)5/eA.T.R.IN INGI STRENGTH EPOST (MIN. 12' EMBED),(22)]OdTO WOOD) 1)518'A.TO. IN H IS X ELSE BOTH f PDXY MIX FBI EM0ED),(22) W10 PMMB FUJI 9575 HR-2♦ IDEA. : WOOO(B)1.8,MAS NRY(2f 3/4"A.T.R 12)314"ATR. IN I14HSIRE PITH E POSY (MIN 12' EMBED), (16) WTO WWD XUGT3♦ 9860 H.-1+ 3 OfiSa WOOD 811 MAXONRV234"A.i.R () ()/ 234 AT.R.IN HIGH STRENGTH FPaXY MIN, 12'EMBED 16 MTOVIGOR) lPiq 1510 PARALLEITO WALL 10.70 iERPfNDICUNRTO WALL Ip2 1210 PARANFLTOWALL 1I10 Pi0 AWFL ,HALL LARTO 3 ISO)10tl r1 3/2" '. (1.)1W x1-1/2" MUGTIS 394E 4R40 Il)518-A.T.R. IN HIGH STRENGI H EPOY(MN. I2 EMBE0),(4)IN TOP/(6110tl FACE/(12110d BACK OF TRUSS (1)5/BA.T.E. IN H IGH STRENGTH EPDXY BM IN, LI SHOP D), N II551/I x31 HUGT 9575 (2)VGT I385 (2)5/8'A.T.R. FIT HIGH STRENGTH EPO%Y(MW. 12". FMBID),(0)SW (215/9"A.T. I IN HIGH STRENGTH EPDXY (MIN. BVEMBPD),(III 5 n IALRI" ITW 12 965 PATS-12 END 0A) 1. x 1 112 , DO 1M (141111 X1I/ XTW IF 13G5 FIX IN 1BID (IF)I X11/24,(16]IM (161111 X1')/2" HTW 20 1355 HU-20 1310 (24) IN X 11/2', (20)1M (241 LON %1I/V HTW 24 3355 HIS 14 131. 241W X11/2',(20)111 I' LSTA XG- AD 011.32 ra 925. (10)]LLi FILL 1tl LSTA IN- 323E LSTA-1.- 1235 (14)1. 141W MSTA18aa I. MSTA-18aa 1315 CAT IN 14)1Cd MSTAm2X TEND MSTA-2A- 1. as)1M 118)FBI "TA-ED. IDES 'I- 20. (22)IDA (22)1W MSTA-3I 206E MSTA-BE- 2050 (26)IN (26)1W KSTI236 2765 MST-36 3BM (36)IN NI v2 (3fi lIXXll/Y' 1512. 510E MSTI4R SU]O (49) IN XII/2' (481111 A V2' U. 980 HE FINDS "M8'xl3/2",(168d) (a) Rd TO PLATES,(al 8tl TO IFFAM ME. 915 SPX ED, BM IN TO 7 BE IS 00G TO 1.11 A)1W It11/2"TOSTUX MP34 5251N F30160% A34. 430 (4)N412/2" TO BEAM,(4)Ad X l 1/2'TO Mg. (4)Ed X11/2' TO BFAM,(I, ft.11/2'TO POST. 111 680 -HCP2 550 (IDL X]1/2'TO RU%,(DO 1. X11/2"TOPLATE 112)111 X 11/2' RT16A FLOW HIM LONG J911 Odx"12"TOI' U55,(8)IWX13/2'TOPLATE MVGT15&MD4q 4P5 VAT &HDB4 4940 (28)IN TO TRV55, O)W53 WOOD%CREWSTBP05fW/5/8"THRGDEO ROD 16H5051/4"x3" TO WOOD, (10).SD51/4"x21/2"W/THREADED OD,(21N WASXEW2P1 MUGil58PXMA 4]]5 VGT A E,D]B 4940 (29)IN TO TRUSS, 10) ACT WOOD SCRf WSTO POSTW/5/8"THREADED ROD I16)-SDS 114"x3" TOWOOD(3)3/4' 5 F UD BOLTS W/THREADED I IND.(2) NUT/WASHER/2PLY PAU44 2535 6775 AB11442 23M PSO (15/8EMBED)INOC,G26dTOWOD (1)51WTD, IN HIGH STRENGTH EPDXY,(MIN.]EBEp.)IOC.,(12)16d TOWOO) 2455 16DC5 ABU 662 2190 182 RPI GMM2 (1) PON'AN" EMBED) IN CCNC.,(12)l6d TO WOOL (1)5/8" ATR. IN HIGH STRENGTH EPDXY .(MIN.]' EMBED) INOT FC,(12FIGETOWODD ` 111Baa' 120E MIS... 131 (1)3/4-ATR, I N HIH STRENGTH EPDXY, (MIN. T' EMBED) IY CMNC. LI)IM TO WOOD (113/4"A.T.R. I N HIGH STRENGTH EPDXY, (MIN 7" EMWEDF IN CU C, SUAL T 0 WOOD LTSPBB Caa IDS. LTT2DI-1 11. (1) 31THY IN HIGH STRENGTH EPDXY, (MIN.]" EMBE D) IN DONC(1011W x 11/2 TO MOD (1)1/2•A.TR. I N HIGH STRENGTH EPDXY, (MI N. I' EMBED) IN C7 C, 10)IN0WOOD - 1. 41. HTF4 4411 (3)5/8'A TR I NHIGHSTREN-H�PDXY(MIN:)" EMBfD)IN FUND. m 118d%2 ]a (I)5/8"A.1R, IN HIGH 5URENGTH EPDXY(MIN.]"fMBEO,)INCON"(26)l6d 21/2 HII45 1001 HRS SO90 (1) 5/8'A i.R IN FIGX STRENGTH. EPDXY (MIN. T'EMBED)IN CIX4C,(2611FA%21/2" 1115/8"A.T.R. IN HIGH STRENGTH EPO%Y(MIN. ]"FMBFDJ IN CON 126)BOB H 2.1/2 JPEDIlf 1439E XXDOl]dDS 2.M LIMB 111"A_TR. INHIGH STRENGTH EPDXY, EMDIIN BECONC,I21)W53WOODSCREWS (1)VAT.R. IN NIGH STRENGTH DIBBLE, (MIN 10'FM3f D)INCO C WS,(24)5 X"x2A" DSCRE PHOSA 652E HOr FENS (11 $/8'A.B.IN XIG H STRFNGM EPO%Y;(MINT' EMBED) INCONC. 114) WS3W000SCRfNS ERB(MIN. 11]/8"A: B.I NHIGHSTRENGTHEPL IMIN.]"EMBED)IN CUC,(313/4" HTUOROLTSTOWTOD UAR ]e]U (11)/®'A,B.iN HIIX'. STRENGTH 2"EMBED) IN CONG(3)d/8"AUDBOLTSTOWCXCD NFM35X12U 1580 ]130 MBHA 356/]L35 34]5 5330 -DYNR p)/f"' BOLT WMN6"EMBED&NOT LESSiHAN4"FROMfDGEOFCODICY1/ /63' DIA IIWRAMSFT/Rf DHEAD dDLTSLEfVf4 CHORORfOW/MINS'EMBERINSPALIF01N fACF.(14pMAT 1015i DEALA.T.R. IN HIGH STRENGTH EPDXY(MIN 6I5'EMBEDMEA NN)INCMB.VOPI1)3/4ATDINHIGHSSRf6WTF EPDXY, FPO%Y,(MIN.6.]5"EMBfpMEVTINC INM.U. PAGf,(IB)10d TOB ' HU541$]f 361E 2710(100%) HUSC411 (WOOD) 343E 2615(1 W% (10)14d TO HEADER,(]0)FIT TOWWp .. (10)irytl TO XEApf R, I0)1Cd TO MOD3325.(125%) I 3220 (12i% XM]OIF(CMJ ]95O 3UPD HUI0 (CMU ]000 45V0 (18) x3'W53NCREWS(1b) 1M TO WOOD Utp I20)3/li" iAPPERa,(3a)IBtl TO W000 (18111412-3/4 . 1 DEN I9 PER FLANGE)TDCMV,(-11W)TOWCq 195a ((H C�I M W OLD USP(20)3A'17(DdTOW0 SC 118)11/I4 ]6]/412DE0 -3/4'TEN9PERFANN(10) 3M TOW DHD21021FICMV) Xp21031FICMV) ]95 .IS HCIMN]VI63 ]0m NW "xx33'W" S3CREWE1W TO f( WUODUSP (20fW/]DlARa(]O ]MTO WOOD -(18)1/4x2-3/4"TDEN I9 PER flANG"T"C'N"(3011"TOL BELLI 2125 FINS LGUM26-2-SD 1430 SEED HL3/8'X4'WPdII-Pope AnCSOIi,MCdG )WS3WOOD5'CREWS 4131 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMW(4) 1/9N V25055C EWS10WOOp � U O 09 mo � N 0LL @ CO Z Z U 0 < m Q � E 0 x U 0L A tiva CJ1A 1A EJ3 li Q CJ1A o A Reviewed for Code GT D3G I 1A Compliance � 3.1 Universal Engineerim 193 Sciences �I I - _ D2 I_ U U U ,,� 1 A CJ1 -BIIIIII II1II 9<< IIII - III IIII IIIIII IIIIIIII 1IIIi1II �- IIIIIIII IIII 1III1I -B II CJ1II �IF 11 ti�II CJ3 PII II II II C•13 CJ5 C:J5 E 7A 0 GT WE AIN I 'a IN Al I' .1 yiA W Al A8 - A4 I I - ! I PRE-FABRICKTU ROOF TRUSSES 0 24" O . MAX AlA r<'I I I N -_�-_-- ATTIC ACCESS, 1CG - 1 00 IN L ! J 31)_ A3n --- 1A ! I 31 GT I - _ A5GE LLj fJ=_+ Z ukrAM FRA I SCALE: 1f4"= '-C NG PLAN m 1A 2194 H WY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 VA CREEKSIDE E PHASE 2 LOT #11 7PROJECT� 04321.200 011RI AJLODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING I' I" PLAN 4� 14. 160 MPH EXR IJ 1A 3.1 STATE OF FLOW -A 1 F'EB'2 6 2021 M!O EL C. ANDER N ANR NO 17305 PRI3riT DATE: 02/26/21 f SCAXI1/4"=1X-0}1 SKEET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE n @ 24" O/C, SUBMIT SHOP "ROOFlVVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL I FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE # 1100 UPLIFT IMPSON Reviewed for Code HTSM20 W/10 1 Od TO Compliance {1)SIMPSON HETA16 Universal Engineering (9) 1Od x 1 Z" NAILS TO TRUSS ' ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" Sciences B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING � 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO (12) 16d x 1 ZFASTENER SCHEDULE" GIRDER. PR" NAILS TO TRUSS 10d x 1 NAILS T GIRDER. 5' II W! 10d NAILS, 2 ROWS, 3" CONT POUREE LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT () SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x4", CONJUNCTION WIT ACCOMMODATE GIRDER HTSM20 1NSTA LED ON PRE-ENG TRUSS (16) 10d z 3 T" NAILS TO GIRDER AND 6", 8' x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL /1010d TO Y, WITH (12) 16d x 3 z" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHC RS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS WITH (4) e' x 5" TITEN HD TO CMU AND (12) SIDS CONT POURE LINTELx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 4'' x 21" TO GIRDER 2x SECURED W/(3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. TRUSSES 24" OO/CD 1 x2, 2x WOOD FASCIA (2) -,1" x 5" TITEN HD TO CMU AND (18) SIDS 4"" x 1x2 SECURED W/ IOd 3 TO GIRDER GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FORREVIEW - 2x SECURED W/(3) 6d 4" x 3" (2) 2' x 5"TITEN HD TO CMU AND (18) SIDS AND APPROVAL GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT= 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) 2" COVER & 2"APART C ALLOWABLE UPLIFT = U 2705 LBS (2 PLY) ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ 2a 2b TYPICAL ROOF la 1 b 1 C SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) GIRDER CONNECTOR(S) SCALE:3/4'-1'-°' (2) 2X4 No.2 SYP DIAG: 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA TRUSSES WHERE i TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0 0 TO 30 0 (1) X BRACE 30 1 TO 60 0 (3) X BRACE SECURE 2x PT. PLATE 6-0" MAX (W/1X4) (1) X BRACE @ CENTER TO BILK W/ 1/2" DIA OR 10'-0" MAX (W/2X4) (2) ")CBRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" v ^ FROM CENTER TO END WASHER SET IN HIGH STRENGTH EPDXY 6" 2x WOOD FASCIA, MIN. EMBED. AT 32" OC 1x4 DIAGONAL SEE ARCHITECTURAL MAX BTM. CHORD SECURE GABLE TO 2x8 PRE-ENG GABLE TRUSS d BRACING, SEE P.T. PLATE W/ 12d's 8 PLAN FOR LOCATI N O.C. MAX C)U n MAY NOT BE STIFFBACK (AS PER rY -i REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @EACH TRUSS TO BE INSTALLED '@ 1V-0" O.C. MAX. j BTM. CHORD OF WOOD ROOF TRUS ES SEE SCHEDULE FOR - a i BOND BEAM REQ. C 1 x4 BTM. CHORD BRACING R 0" O(C �— END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF F. 10'-0" O!C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMONINTERSECTION LSAT EACH CHORD WALL W/ GABLE END INTERSECTION TYP. BLOCK +i BTM. CHORD BRACING ) 6 sCALE:3/4 1,,0,_ 0__PP_R__E -ENG D TRUSS 11 j - G f4 C1 1=1 NOTCH DEPTH 1/4`D THE USE OF ALTERNATE MATERIALS MAY BE o USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >518" HOLE DIAMETER FOLLOWING < 2l5*D SGL. STUD 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS OUTER 1/3 OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS SPAN ONLY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE>5/8" 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 k - G,I A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 iµ FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE i SUBJECT TO F1 AND F2 FORCES. HOLE DIAMETER BTM: PLATE < 315'D DBL STUD i E3� ALTERNATE IVIi�TERIALS I� STUD NOTCHING jl AND BORING LIMITS 8 SCALE: 1 112"=1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUIBDICVTa CREEKSIDE PHASE 2 LOT #11 AGE: DETAILS 160 MPH. EXP. C 27I.MiLimi A 21 02 26 .0a,TEe / / SHEET 3.1A PRE-ENG GABLE TRUSS— 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1 /2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX 0 n CONC.POURED LINTEL COURSE PRE-ENG'D WOOD TRUSS (IYP) @ 24' O.C. MAX FOR TRAPPING VERI Y W/ T LISS PLAN — CONT. 2x4 SECURED W/ (2) 10d's @EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. M GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" Revlew66:- vu. Compliance EB Universal Engineers = Sciences 2194 HWY A1A, SUITEJ301INDIAN HARBOUR BEFLORIDA 32937PH: 321-802-3591www.abdesigngrou P. AA #: 0003325 CREEKSIDE PHASE 2 LOT #11 AGE: DETAILS 160 MPH EXP. C PRINT DATE: 02/26/21 HEFT S3. 1 H 4. c' ppppppppp Reviewed p p p p p Compliance p p p p ppppppppp Universal Engineering VTCR SPACING (1) AT EACH END Ipppppppp Sciences 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X.BRACING IS PRESENT AT BRACE W/'(3) 12d @ EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) \� ppppppppp 0'-0" TO 30'-0" (1) "X„ BRACE pppplpppp 30'-1" TO 60'-0 (3) "X" BRACE "X" PRE-ENG GABLE TRUSS ppppppppp (1) BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKAT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) SEE PLYWOOD SHEATHING, ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR " DETAIL FOR STRAPPING INFO_ SIDE VIEW CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS 12"O/C FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2)12d's @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS UgLLE t TpUSC+ CONNEI+TIOAI /1 lr IV SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SOfA\LE:"T.SJ. W/ HIP RETURN SCALE3/4"=1'-0" _a I I j p I r; V, t { h. Y I E, ,II P i) fp��JJJJ I, �a I, 4 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH`. 321-802-3591 www.abdesigngroup.com AA #: 0003325 U I T: CREEKSIDE PHASE 2 LOT #11 3P.AGE: DETAILS 160 MPH EXP. C bumimm STATE OF FLORIDA FEB 262021 Bp IPLAEL C. ANDERSON AR NO 1730 RUTT 02 26 21 D.�TE: / / SHEET S.1 GABLE - END NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT' +1- 0 18 - GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM 0331C33M. MAXIMUM AGGREGATE SIZE SHALL BE:314" WOOD' I STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WC ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4".. ALL WOOD FOR BI ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION 318-14, BUILDING CODE REQUIREMENTS UNDER SLABS-ON-GROUND�HERE INDICATED ON CRIPPLERS SILLS ACI PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE All ELASTICITY = 1,4Q FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREAT COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS SHALL BE RATED _ ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: FORM SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, VIIALLS, CORROBORATE T' REASON SHALL BI SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, -WORK, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 3471LATEST W/ DOT SHALL BE EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE ALLDIMENSIONS AND CONDITIONS MUST. BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID B OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE. STRUCTURAL, DEPENDING SYP #2. ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UNTREATED WOO IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND AT BEARING LOG/ SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED. WIRE MESH: DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM At064/A1064M, GRADE .65AND .BE PLACED IN ACCORDANCE WITH THE WOOD TRUE TEMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE DESIGNED' THE CONTRACTOR SHALL SUPPLEMENT THE. MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY.TO STRESS -GRADE L'' REQUIREMENTSAND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PRO DO -NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLA- TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SMALL BE ASTM A615 MEETING THE REC GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICA' CONTRACTOR SHALL SUBMITREBARSHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATIION. HORIZONTAL STANDARDS FOR 1 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AN ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. : - WOOD TRUSSES: 20 psf TOP CHORD -non -concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR -36' 10 psf BTM CHORD -non -concurrent #5 BAR - 30" #7 BAR - 42 TRUSS MANUFACI PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO. EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS C 15 paf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE F¢OTING, HURRICANE STRAI (7 psf w! ASPHALT SHINGLES) (10 psf w! No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 10 psf BTM CHORD 5 psf BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHAL L BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SH/ DEADLOADTO.RESISTWINDUPLIFT:10psf WALL TRUSSES/GIRDER BALCONY LIVE LOAD 60 psf I STAIRS LIVE LOAD 40 psf MPH 3-.SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LA DETERMINATIONS WIND: DEAD LOAD SPEED =160 I INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER'. POSSIBLE. (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) ` - LAYOUT, SPANS &. LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC. WITH LIMITED I DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION, OF EMBEDDED ITEMS AFFECT THE STRU STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf,BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENG AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINES VEHICLE GARAGES: 50psf; ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: 'PLAN.SHOWNG C( _ 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENT OF THE LICENSED PROFS; SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE S SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE INTENT INTRACTOTHE STRUCTURES AND SPECIFICATIONS FOR. MASONRY STRUCTURES AND COMIMENTARIES , AS PUBLISHED BY CONSTRUCTION S1 THE C OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MASONRY STANDARDS JOINT COMMITTEE PROVIDED BY THE COMPLIANCE. WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE LOCK THE TRUSS TO STI ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM DRAWINGS DOCUMENTS) ARE PROHIBITED MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SH LL BE PLACED USING OF THE DELEGATE AND CLADDING WI' RUNNING BOND UNLESS OTHERUSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM Ot� TIE BEAMS BEFORE ALL TRUSS TO TRI PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ROOF DIAPHRAGM ROOF/ WALL/ FLOOR USE MIN 7/16" STRUCTURAL FOR ASPHALT SHINGLE ROOF, OF REPRODUCIBLE SEPIAS OF STRUCTURAL (CON -TRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI A 28 DAYS, UNLESS SHE TITHING EXP 1 2 4116 or 15/32 "STRUCTURAL .SHEATHING EXP 1 ( ) p �'+ S H EATH � NG UT THE EXPRESS WRITTEN PER MISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT WITHOUT ION PLAN. THE GROUT MIN, S HALL HAVE A MAXIMUM 3/8" SPECIFICALLY NOTED OTHERWISE ON FOUNDATION I= (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W! A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND L+�F �R �+/'� SCHEDULE- FASTENER IL. AS WRITING BY THE ARCHITECT:. TO CONSOLIDATE GROUT. EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT: MORTAR SHALL BE NAILS 4" O C EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' @ NAIL REQUIREMENTS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270: HORIZONTAL AND VERTICAL MORTAR JOINTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM d RING SHANK, 2 3/8" 0.113 170 ,000 RING (16-20 RINGS F1668 RSRS-01 RSRS SCREW SHANK PER INCH) 8d RING SHANK, 2 3/$" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" 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 & ^^ T^"^^ BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.0 AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS@ 4" O.C. TOP & BOTTOM EDGES J z z O ' � J Y W_ z LL 2 z 1n C1 " Z O M RE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT. LEAST 95% OF THE. SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. so IL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY. REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL. ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE IMUM DESIGN BEARING CAPACITY AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STEEL A R C H I T E C T S Design Group «� April 21, 2021 a, . Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, Fl. 34982 (772)462-2172 RE: Permit D.R. Horton Homes Creekside Lot 11 Response Letter For the above listed project, the plans indicate 7/16" roof sheathing on sheet'SNI. This is an error on the plans. The correct Caliout shall be 19/32" sheathing thickness and the correct reference for wind pressures is ASCE 7-16 reference. Should you have any questions, please feel free to contact me. S'lnamly, 121 N11c C- Ande��% Florida lirohipt 44ARi7305 2194 Hwy ALA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www.abdesigngroup.com C MIN STRUCTURAL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL: COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STE ..L FOR BUILDINGS, CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL TEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES; AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy=46 ksi. STRUCTURAL PIPE SHALL BE. ASTM A53/A53M, GRADE B, TYPE E OR SFy = 2,500PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE-NUIT LEVELING. ALL O H CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS Z 0 o CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5" +l- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, ET�. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT. EXCEED 90 MINUTES. IF FOR ANY REASON �I SHALL BUILDING LENGTH THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN90 MINUTES, THE CONCRETE SHALL NOT BE PLA ED. IT BEITHE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR. OF ANY ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: NOTE GABLES -DROP GABLE END & 1 ADD'L DROPPED A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. O B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-VT FOR #5 AND SMALLER 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2 FOR#6 AND LARGER BLOCKING @ 16' O,C. FIRST 4 BAYS W1(2)12d NAILS EA. FOR CONCRETE NOT EXPOSED TO WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" ` TABEE FOR FIELD SPACING YR. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF #8 2" DECK SCREWS @ 6"-9' O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ;v;awed for Code Compliance Universal Engineerinc SCIenrPTL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENER S FASTENER APPLICATION SIZE TYOE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS Ix2 PT FURRING TO CASE HARDENED COIL C GARAGE DOOR BUCK 1A' DIA. TAPCON MASONRY 8" O/C 1 1/2" EMBED., 4" END DIST., MASONRY / CONC. NAIL 1 112" LONG. 8 Q/C TO MASONRYJCONC. NO WASHER FASTENER 1 1/2" EDGE DIST. Son, AL. EXT. DOORS CASE HARDENED COIL 9" OIC WINDOW/DOORJ FASTENED GARAGE DOOR BUCK 3/1 DIA. OR 1/2" DIA. EXPANSION BOLT 1e" O/C (V2" DIA) 4" EMBED_ 4" END DIST., Ix PT, SEE NOTE 6 NAIL 1 //2' LONG STAGGERED INTO MASONRYICONC. TO MASONRY/GONG wI WASHER pq^ O/C (318" DIA) 3" EDGE DIST. METAL CONTACT THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOW/DOOR/FASTENED STRAP To 1x PT, SEE NOTE NAIL 1112"LONG. STAGGERED INTO MASONRY/CONC MASONRYICONC REQUIREMENTS EXT. SWING DOOR (2) 3110"DIA TAPCON'. 18" O/C 1ST 1f2 EMBED; 8" END. NON -BEARING WOOD 1/2"° EXPANSION 24" OIC 4 EMBED 4 END DIST BUCK 2x PT, SEE NOTE 6 NO WASHER FAST NER DI1 i/2" EDGE DIST WALL TO CONC SLAB W/ WASHER BOLT DIST 3 EDGE 2x PT WINDOW BUCK 0.138' PAF X 21I8" 9" O/C 4" END. DIST., 1 112" PT TO STEEL COL.. SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL. NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OFGARAGE DOORS WINDOWS AND EXTERIOR SWING DOORSTO FRAMING BUCKS SHALL BEAS PER MANUFACTURER'S. SPECSAND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED . 66 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 4 5. FASTENER SPACING FOR THE BUCKS SHALL BE iIHE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE r 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR NINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. r �. -1 x 'a �...";x �. !,Ir—,il� .. 1D, PHASECREEKSIDE LOT #11 PAG M 1 ETAILS 160 MPH EXF. C S7KrE OF FI tD IDA SCALE: 1/4"=V-0" TYP. EXT. SHEATHING ATTACHMENT TYP. 3!4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS �_3 11141y S N 1 n. Planning & Development Services Department Building & Regulations Division NINE NIEE�� Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT APPROVAL REVISION REVISION EXPIRATION DATE Product Model # Manufacturer Glass Description .Method of Attachment Building g Design Product Design Pressure Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as FL17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Non Impact shown in elevations', and installation details.For anchoring through frame into masonry Doors / concrete use 3/16'' tapcons with sufficient length to achive a 1 1J4" minimum (+38) / (-48) (+50) / (-50) 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" FL15353.2 R5 12/31/2024 Vertical Mullion 5764 MI Window and Non Impact ELCO uitracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ Doors 1" min. edge distance. Locate anchors as shown in installation details. (+38) J (-48) (+48.1 / (-48.1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry FL15349.1 R14 4/3/2023 Fixed Window 185 PW MI Window and / concrete use 3/16' i'tapcons with sufficient length to achive a 1 1/4" minimum Doors Non Impact embed. Into substra e w min 2 1/2" edge distance. Locate anchors as shown in / / g (38 / (-48 + ) ) +60 ( ) / (60) installation details. FL15332.2 FL20461.17 FL16107.3 FL8248.11 R6 M R13 (R14) 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 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD MI Window and Non Impact / concrete use 3/16"tapcons with sufficient length to achive a 1 1/4" minimum Doors embed. Into substrate w min 2 1 2" edge distance. Locate anchors as shown in / / g +33 4 ( ) / (- 1) (48.2 + ) / (-48.2) installation details. 1/4" concrete screw " edge distance @ head, 4" edge distance @ jamb, 4" each side 12/31/2021 Opaque single Smooth Star Therma-Tru N/A of transom centerlin to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. door with transom Min. embedmenYof II anchors to be 1 1/4" anchors 6" from ends 22" O C / (+36) / (47 ) +47 ( ) / (-47) 12/31/2038, )ENDING Double Garage 16.2x7 73 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleleve APPROVAL Door (+29) / (-35) (+36) / (-42) 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min, emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". 12/31/2023 Double Garage 8024 Wayne Dalton N/A Max fastener spacing of 20". 3/8" dia. X 3" long Jag screws with 1" OD washers with a Door ALT ( ) 1 9/32" thread penetration into seasoned dry wood supporting structure. (+29) /(=35) (+34.4) / (-38.3) FL14170.7 R14 {R15) 12/31/2023, (PENDING APPROVAL) Double Garage Door (ALT) Series 170-175, 177, 180- 185, 187 Overhead N/A 3/8 Simpson Titen heavy and bracket location. duty screw anchor with 2 3/4" embed min 6" between jamb :2 3/4" min edge distance. g +29 ( ) / (-35) + 4.4 (3 ) / (-38.3) Use galvanized (zinccoated) roofing nails, 11 or 12 gauge, with at least 3/8" dia'. FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" labove the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. N/A N/A Miami -Dade approved corrosion risistant tin caps and 12 ga.1-1/4" annular ring shank nails spaced 6" O.C. at all laps and three staggard rows fastened 12" O.C. in the FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A field. FL5259.1 R32 12/23/2023 Underlayment (Alternate) Polystick IRXE Polyglass USA N/A. Self adhesive FL17322.1 R7 12 31 2024 J Underlayment (Alternate) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 R1 12/31/2024 Underlayment (Alternate) Shield Granulated Owens Corning N/A Self adhesive FL27076.16 RI 3 28/2023 Underlayment (Alternate) Weather Armor SB-1 APOC N/A Self adhesive FL3792.5 FL19567.2 R14 R2 8/16/2021 9 21/2026 / Off Ridge Vent Off Ridge Vent (ALTERNATE) 770D MMI Lomanaco MILLINUM METALS N/A N/A Install per manufacturers recommended requirements. requirements. q Install per manufacturers recommended re N/A N/A N/A N/A FL33919.1 R1 12/31/2024 Soffit Variform Soffits PlyGem N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1) FL15272.1 R4 R5 ( ) 12/31/2023, (APPROVAL PENDING Soffit (Alt) TZ Alside N/A Install per manufacturers recommended requirements. 31.6 FL16293.1 R3 12 31 2021 / / Hurricane Panels Less than 6' span P 24 GAGE Hurricane Storm panel MFG. N/A 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. N/A (+47) (53 / ) N/A FL16293.1 R3 12/31/2021 Hurricane Panels 6 span or more 24 GAGE Hurricane Storm panel MFG. N/A screw 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed or all thread but with wing nuts. (+45) / (-50) e q p r manufacturers recommended re uirements, FL17147.1 RS $/27/2021 Zip System SheathingN/A Wall Sheathing Huber Install N/A N/A FL13192.2 R6 12/31/2023 Lap Siding Cemplank James Hardie Building Products, Install N/A per manufacturerg recommended requirements, Inc FL1392.1 R7 1/1/2055 1 Joists (2 Story Only) BCI ESR-1336 N/A Install per manufacture IFS recommended requirements. _ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 OEM W W loll 0 ti O V Z 0 q 0 h n e A 0 � 0 SUDDIV. & LOT: ST LUCIE COUNTY MASTER PA PROJECT# MODEL: EXPRESS SHINGLE GARAGE SWING: PAGE: L60 MPH EXP. C so ARCHITECT STATE OF FLORIDA APR 16 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03.30.21 SCALE: 1 /4"=1' - 0" SHEET AI