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HomeMy WebLinkAboutBuilding PlansI I 0 -1 95 k��Aj".Alk_ 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel- (321) 733-7092 Fax: (321) 733-7972 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: -FIARIDA BUU]NG CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE -MINS INTERIOR FINISH - CLASS B PALM BAY, FL 32907 -BASIC WIND SPEED - Vult=160 MPH MPH TEL: (321) 733-7092 -EXPOSURE Casd=124 FAX: (3 21) 7 3 3 - 7 9 7 2 - 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES STATE OF FLORIDA SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON LIVING 1828 50. FT. GARAGE 430 SQ. FT. AR N o . 17305 ENTRY I6 SQ. FT. LANAI 88 SQ. FT. A.B. DESIGN GROUP, LLC TOTAL 2362 SQ. FT. 2194 HWY Al A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 A/C VOLUME 15120."J CU. FT. 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 EXPLP_NATION 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 WRI7:TEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. ABBREVIATIONS ABV, ABOVE LAV. A AIR CON DITIONING LUM, ADJ, ADJUSTABLE M.C. ALT. ALTERNATE MFR. AMP. AMPERAGE MIN. BD. BOARD M:T. CL CENTER LINT NEED. CAB. CABINET VITT. CT.G. CEILING N.T.S. CLR. CLEAR O.C. CONIC. CONCRETE PL CPT. CARPET Y.B. C.T. CERAMIC TILE PH. D. DRYER FEE DBL. DOTIBLP, PLYWD, U.G. DUAL GLA7P.D PR. DIA. DIAMP9TR P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. DP. DEEP R.A.G. DR, DOOR RE.E. D.S. DOWNSPOUT RM. DTF. DETAJT, R.O. D.W. DISHWASHCR S.C. P.A. EACH S.D. F;LEV. ELEVATION S.H. PQ_ EQUAL SITE, EXH, EXHAUST SHTHG. EXT. EXTERIOR SHWR. EG, EX. FIXED GLASS SUM, F.G. FUEL GAS SL. FIN, FINISH ST.. GT., ELR FLOOR STD. LOR. TT T )R FV `.NT �tcs Fk DR FRi NCH Oook ETG_ FOOTING TEMP. GA. GAUGE THK. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL, CLASS TYP. GYP, BD, GYPSUM BOARD U-N-O. H.B. HOSE BIB H.C. HOLLOW CORE V.P. HDR. HEADER W. HGT_ OR HT HEIGHT WN" INSTIL. INSULATION WD. INT- INTERIOR WDW. W/H W.I. REVISIONS LAVATORY DATE DESCRIPTION LUMINOUS MEDICINE CABINEI 01/26/I8 COS ISSUED OIA5118 2011 FBC UPDATE MANUFACTURER MINIMUM 01116AB CD'S RE -ISSUED METAL THRESHOLD MOUNTED METAL 02/21/18 SIDING ELEVATIONS ADDED NOT TO SCALE FR ON CENTER 03R6/18 CD'S RE -ISSUED 0411SAS FOOTING REVISION PER M. BOWES PROPER "I Y LINE PUSH BUTTON 06/21/18 CD'S RE -ISSUED PHONE PLATE 02/19/I9 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) PLYWOOD PAIR PRESSURE TREATED 02/22AS PLAN MAINTENANCE RISER RADIUS 03/2649 REVISED LINTEL SITE AT FRONT ENTRY DOOR 04/24/113 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB) RETURN AIR GRILL REFRIGERATOR 04/24/113 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELT.) ROOM ROUGH OPENING 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) SOLID CORE EXT DR SMOKE DETECTOR SINGLE HIJNG 06121AS ADDED LED LIGHTS B KITCHEN E 5ATH PER MARK 50MB SHEET SHEATHING 01/19/19 ADDED STONE OPTION ELEVATION C t D (TAMPA) 09/11/19 ELEVATION V SIDING -ADDED LOUVER a GABLE ROOF SHOWER SIMILAR 10/25/19 ADDED OPT. 8'-0' CEILING HEIGHTS SLIDING SLIDING GLASS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS STANDARD 1,FCTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS TEMPERED GLASS THICK 04/01WO OPT. 6-0' CLG. HGT: ADDED LED LIGHT IN FOYER 9/204/00 OPT. 8'-0' CLG. HGT. ELEVATION V- REVISED HEIGHT OF ARCHWAY TOP OF PLAT TOP OF PT.ATT 05/06/20 ADDED ELEVATIONS V E 'M' (ORL) TOP OF SLAB TYPICAL 01/15/20 ADDED ELEVATIONS 'MG'-TMH'-'MS' (ORL) UNLESS NOTED OTHERWISE VAPOR PROOF 01/01/21 2020 FBC UPDATE WASHER WITH WOOD WINDOW WATER HEATER WROUGHTIRON E + 1 INDEX OF DRAWINGS ARCHITECTURAL SHEET ## DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A21C—ELEVATION "C" PG E1—ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WAIS—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DESCRIPTION Q- (C)H- aq yf5- r TTE VEd APR 8 0 2021 ST. Lucie County, Permitting Reviewed for Code Compliance Universal EngineeringED . Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8o LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL: 4EBB "1828-CALI" / GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 O1 21 SCALE: 1/4"=1' — O" SHEET CI ■ 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIA 7th EDITION, (2020) ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE L FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS Si DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WOR PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE AT - OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE W THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION A FABRICATION OF THE WORK. 5, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHP OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRE 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTL SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/EN, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CMPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302:5.1: OPENINGSFROMPRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING HALL BE UIPPE Q AND RESIDENCES PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE SOLID WOOD DOORS NOT LESS THAN 1 3l8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE 1-318 INCHES THICK OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING TF DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RI ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTC GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AR LESSTHAN'/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 EQUIVAI WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL: PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK TIMBER BCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1. ALL WOODS AND W OD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED ER HEREIN: 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING' POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAI&NOTES. THE SOILS REPORT AND CIVIL B: NATIONAL FOREST PRODUCTS ASSOCIATION: DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER L BE 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT. E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING TIN 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. ` 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS HE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUMNAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 0 R BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. JETS 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. WALL SHEATHING HALL BE PER STRUCTURAL; SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. ODES. 7. p DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. MINIMUM'. DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. OR 8. EXCAVATIONS TO BE A MINIMUM OF T- 0"' BEYOND NEW FOOTING LINE, PLUMBAiG 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SH LL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REQUIREMENTS. 2. WATER SUPPLY LIN S SHALL BE CPVC OR UPONOR PEX "A° (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION L1 ES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/V AMAFLEX. EER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SF ALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JUR'ISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SF ALL BE FLUSH WITH GRADE. COUNTY BUILDING AND ZONING CODES:- 6. NO VENT STACKS S IALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATIO OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SI ES SHALL CONFORM TO FBCR SECTION P2903. DRAWING. 9. THE PLUMBER IS TC DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHG OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P26032. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,.INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD', OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, ACERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE F;301.2(2) AS MODIFIED BY FBCR IITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE THAN THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS 1N ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES AGRICULTURE AND CONSUMER SERVICES" 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS ;ID THEI 1 BY NOT 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 POI ND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, AS M-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUC 0 CONTROL JOINTS KICK -OUT :ETAILS "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 PROI ECTION: 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. R3027. EXTERIOR C'FJLINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/ GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES! CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJ CT. IT;S UNDERSTOOn AND.A REED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIE�A/ OF THE BUILDERS/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OB5 RVATION. Reviewed for Code Compliance '.. ® Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I � � I i� (p l3 rtk. 'i S1 iys I j 1 �1 I a li_.�j ASL 0 all YC UlEMaliv. 1 CREEKSID-; PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL• 4EBB F "1828-CALI" ~AHAGE SWING: LEFT TaAGE: GENERAL NOTES u, 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA I 7 MAR 0 9i21 MICHAEL C. ANDEERSON AR 6� 11�505 .:�.�.. ,40 03/01/21 CA SCALE: 1/4 SHEET ■ CONTROL DATE: 12/10/20 (RM) i GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW SPEED 70POGRAPHIG DESIGN r WEATHERING' FROST LINE TERM LOAD (MP}{) EFFECTS' CATAGORY DEPTH 6 NA 160 C NA NEGI-10ABLE I NA I VERY E FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE ACCORDANCE WITH SECTION FE C R302.9.1 THROUGH FBC R302.9A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL SE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 a I i i n WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING I ANUAL TEMP REQUIRED`' INDEX' TEMPS 42 NA SEE SURVEY NA NA 39' -8' II'-01 -4° (2EGRESS 5❑ (2) qP52-SH -------------- LIVING LANAI 8 sOOMl.� W-V CL& j 10'-0" ro I ®6068 SLs.D. BEDROOM #1 8'-8' C A DINING FIE V.; BATH #1 ®a 8'-8' CL& 36'x60' SHWR. PAN W7/ ENCL / BEDR 0M #4 / V_V CLG. 11'-5" N 2X8 B RM 8-B�CLC� Nr AI 4'_4^ I 1�-11 I IR-ISH W.I.C. i� v &-a CLCL I� I V. IC ® I �` a - - - iiOPTA - I ' n `I II -S IR-ISH If SINK b24 2'-8"ii3-10" sb36 LAUNDRY W-e CLG.AI s I LLQ(LO 0B-8 I II 6'-8"2'-4- ABI RAN_GE I-36 _ N 1- PAN. 0I II 00 I IL. Il_O ? ARCH -- - 3-SH u >: V.I IC. L-5 1 _0 3'4" 3'-6" '4 11'-0" .� ti•%�O� � B s l l �a All I r II R A /'�` �� i i •4� BED 800#3 M L/ _ �/\� ti �•� I I O F — 227x54' I ATTIC I L ACCESS J BOLLARD AS REQ. PER BLDG. CODE GARAGE 8'-8' CLCx 2'-/1 BATH #2 8'-8' " L-1 FOYER 3068 W BEDROOM 36'X12' TRANS. _ 5 1/2" 3 _5 5 I/2" ENTR�Y� I - 8'-8' CLG. ARCH v -0.', I (2) 3052-SH _ _m Fil EGRESS -------- -II 2 8' e 3'-10" 10'-2" 4'-4' 14'-0" NN C,w QV5 61lu ❑s v u FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR, FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME 15 SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS =1111INVIOW1171110 SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1825 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.9 CU. FT. COIrPOPBl� AND CLADDNO W1D LOADS BASIC MILD EVOW FOR 3 SECOND OM ONY3NOB SOUAIE ZONE 0IPH WW MIO tB1Af'K3 AND TYPE FOOTNE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-391 CRITERIA 8010 O.H.D. 56 5 2S.1/-313 12'xI2' SOFFIT 1 5 313/-4c33 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=H, 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 DAT5 OVW21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. e Q, J' W 0 0 LL Dil"I. VARIES IL l7 —1 u �k— ARCH DTL. B SCALE: 1/2 = 1'-0' Reviewed for Code Compliance Universal Engineering Sciences N �-4� DBL. TOP PLATE e BAR DETAIL 2194 HWY A1A, SUITE 301 IN- HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abd esigngrou p. com AA #: 0003325 ifill SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT MAR 0 9 2021 MICHAEL C. ANDER30N L AR NO T7305 J D TE 03/01/21 SCALE: 1/4"=1'-0" SHEET Al EQUAL EQUAL BLDCs 4GT j TO CONTROL JOINT — --70 CONTROL JOINT 4' FREIZE BAND V-8" 51RG. �4GT. OFT. COACH - L IGHT n1 p�lli�I�I�III�II ', _ EQUAL EQUAL TO CONTROL JO!NT70 CONTROL JOI FIIONT ELEVATION SCALE: 114 = 1'-0' TEXTURED PRIM NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103A 8 8" 5RG. HG- 1'-0" 0'-0" FIN. FLR 0'-0' FIN. FLR. 1�6 VAINGLE —•• DECORATIVE •• r-)RAIN TILES (2' RAISED DECORATIVE 45 SHUTTERS OR A3 QUIVALENT IT 4' RAISED BAND (TYR) �0'-0" FIN. FLR. --- T OFF RIDGE t 0'-0" FIN. N OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH oe'-8° 5RG. HGT 1'-011 r 0-0 FN FL-R. LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGI1T ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 06-8" BRCS. HGT. 1-0" TYF. _ '6m DECO. DTL. A SCALE: 1/2 = 1' -0" FIN. F—R. MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 5RG. H4GT. = 8.17 SQ. FT. -- 8.17 = 1176 SQ. IN. 1'-0" MIN. REQUIRED VENTILATION .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGEVENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL It OF VENTS REQUIRED = 3.41 TOTAL it OF VENTS PROVIDED = 4 _ 0'-O" FIN. FLR. SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) UNEARFEETOFSOFFITREQUIR' 67-20 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 11641 AA #: 0003325 sXMI)m 8e LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL: 4EBB "1828—CALI" GARAGE s WING: LEFT PAGE: ELEVATION I$C" 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA 1111L MAR 0 9 2021 MKN-ML C. ANDERSON AR NO 17305 PRINT 03 O1 21 ]DATE:/ / SCALE: 1/4"=1' - 0" sxEET A2C ELECTRICAL LEGEND 57MB0L DEFINITION NOTES G 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET „s- 110V OUTLET UTLET WILD O d SSWITGH GFI 110V OUTLET EQUIPED W/GRND MAUL INTERUPTER(TAMPER RES16TANT TYPE) 220V OUTLET (4) WIRE CONNECTION Exr. WATERPROOF GROUND FAULT lUIP GFI OUTLET INTERRUPTER Nt SWITCH SWITCH 3-WAY OPER SWITCH 4-WAY OPER 1-0 WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR =�,.a.,..,,�-.._:�...... PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN W/L IGHT 1 CFM PER Sa FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY [BUILDER) 415(21 FLUORESCENT LB WRAP ® LIGHT AROUND ARO (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-5UL5 WRAP AROUND (SURFACE MNT.) T FLUORESCENT 4' FLUORESCENT '�- 4' TRACK LIGHT PANEL -MP { METER L•: �. BATT. BACK-UP 0 5D. SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED MATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE MATT. BACK-UP W/ ® 3/CO CARBON MONOXIDEd SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT ? NATURAL GAS OUTLET TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MIN_ 10'AFF- AIR CONDITIONING TOE 21 DISCONNECT FUND TFHB SHEET TV TELEVISION JACK CEILING BOX REQUIRE OJ_MOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX R TED IN IN 70 BE SUPPORTED CEILNG FAN/Llc%14'r ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 9 _ r i 24' INCANDESCENT LIGHT STRIP s_ „_ _--- e nnnnnn 36' INCANDESCENT � � I LIGHT STRIP nnnnnnnn? o 48' INCANDESCENT LIGHT STRIP 1 FLOOD LIGHT OPT. SECURITY KEYPAD HE PUS. PUSH-BUTTON FOR CHIMES STr U55 PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR ITH EDITION (2020) 4 NEC 210.12 201-1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFT9 INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 1TW EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER r.5.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020.'Ith EDITION R404J r Y L ------------------- ® COACH LIGHT ELECTRICAL PLAN SCALE: 114" = I'-0' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-aOX FOR OPT. FAN WP Panel MAIN - A PANEL: 8116;wport breaker FEEDER 3 91 Clu VOLTAGE: 1'201240V-I Ph MAIN: 1bUAmp MC;.B THWN & 1- #6 Cu (G) In 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 112" C. " wire Pole 9kr Description Watts Circuit Circuit Watts Descri tiort 8kr pole Wire: #12 1 20 1 Exterior Receptacle GFI for TUG 1200 #12 2 20 Irngaton Pump_ - 1000 3 4 Space Alce' 5. 6 5304 A/C C.-U: 1 - 35. 2 #8. Space` _.. 7.. 8... PANEL: 42 crt. breaker FEEDER 3- 91 GO PANEL - A VOLTAGE:120 /240 V -1Ph MAIN: 150 Amp M L:O: THWN & 1- #6 Cu (G) In 1 1/2" C. OR 3- #2/0 AL THWN &:1 #6 Cu (G) In 1 1 /2" C. Wire Pole 6kr Description Watts Circuit Circuit Watts Description Bkr Pole Wire '- #12: 1 20 Small. Appliance 1500 1 2 8000 Range - 50:- 2 #6 #12 1 20 Microwave/ Hood GFI 18W 3 4 #12 1 20 Small Appliance 1506 5,,.- 6-- 4500: Water Heater 25 2 #10 #12- 1 20 Refrigerator 1500 -7 -8 #12 1 20 lining Room Lights and RKeptai des AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles I2Q0 11 12 1600. Dishwasher GFI 20 1 #12 #14 1 15 Foyer /Hall Bed, #2 & M Bath #2, Lights AFCI 900; 13 14 $000 Dryer GFI 30 2 #10 #14 1 1 15 Living Room, Lanai :Lights AFCI 900: 15 16 #14 #14 1 15 Ktchen and Pantry. Lights & Rcp SD & CFO AFCI s AFCI 900 17 18 1500 WasherGFi 20 1 #12 1 15 900 19 20: 1000 Garage Door Opener GF1 20 1 #12 #12 1 20 Laundry f Bed #4.1 Den AFCI 1200 21 22. 1200 Garage Lights and Rec acles GFI 20 1 #12. Space: 23 24. 800 Bedroom #1 AFC1 15 1 #14 Space 25 26I 900 Bathroom #1 AFCI 15 1 #14. Space: 27- 28 1 900 1 Exterior Ughts and Recept GFI 15 1 #14 Space: 29 30 10QO Irrigation controls orgy 20 1 #12' Space' 31 :32 Space.... Space - 33 84 Space - Spacer 35 36.... Space ...-. Space 37 38 Space #8]f2 35 A/CA:HU-1 (Heater 5 KVA at 65%. 5525 39. 40. Space 41 42 Space:. Load subject to demand factor calculations / Ims 15000 276W Lind subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER . NC: NON -COINCIDENT LOAD _ GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 ' First 1"0 watts at 1000A 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON AIC.NON•COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts] 240 its) - 1428 General Lighting & Receptacle Load Total A/C Square Feet .,1. General Us & Rec 3 W / Sq. Ft, '- - 1828 5484 Hi Hats 1 at 65W/LI ht at 100% 65 I I I I e I I r I I � I r ED LIGHTING DOUBLE LAV. I BATH •1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR'tTH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHWTHUN UNLESS NOTED ((OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELE TRIGAL SERVICE. PROVIDE 3 M COPPER (GJ) IN 1-1/2" DIA 6GFIEDULE S0 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC UIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Gkts# >watt bkt Total wat 91 617 5! Reviewed for Code Compliance 'Universal Engineering Sciences I = I I L I LED LIGHTING @ SINGLE LAV. BATH #2 PROVIDE 37/111) CU, TWUIK + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU 8N 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com YV AA #: 0003325 .-t s � G F,A H Xj 2 1. fi> t F a a pl n li ' SXMDIV. 8GL. 0 A7r, CREEKSIDE PHASE 2 LOT #2 R0JECT* 04321.200 002R1 MODEL: 4EBB "iAgR—CALI" GARAGE SWING. e t LEFT PAGE: b T,FCTRICA- ]CLAN S"1'L.T,,t COMBINATION SERVICE 150 AMP `1 S r ' nF OF FLORIDA DISCONNECT SWITCH AND 120/240 VOLT O ELECTRIC METER M I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P- MGB I• - . _ TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS t CABLE TELEVISIONSERVICE L� C IRIENTN TRANCE I� IvIAk Al I ICHAEL C. ANDERSON x4 .AsR NO 17305 111 . _m.- �RINryC DATE 03/01/21 SCALE 1 4"-1'-0" 104 CU SERVICE GROUND CONNECTED TO / — CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1THI•E'j,` EDITION (2020). 5/8" DIA X a PT LONG COPPER CLAD GROUND ROD kI M. KITCHI SINK W1 AUTO VENT 1- 1/2' VTR PLUMBING RISER DIAGRAM 2 Reviewed for Code PLUMBING PLAN Compliance Universal Engineering SEALE: 114 = 1'-0- Sciences 2194 HWY AIA, SUITE 30 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.corr AA t 0003325 �)T,n MW �Kso NMI K4. P rq ?�A �jCREEKSIDE PHASE 2 LOT #2 PROJECT 04321.200 /002R11' MOND- Er. 4EBB 5 "1828-CALI'2 AGE SWING - LEFT :PAGE: PLUMBING PLAN A0 MPH E ARCHITEM; ST TE OF FLORIDA fry Fib MAR 0 9 2021 0 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03/01/21 SCALE: 1/4"=1'—()�' SHEET , 01� I MECHANICAL PLAN 5CALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALL5 CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering Sciences ce e SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C MAR 0 g 2021 PRINT DATE: 03 O1 21 SCALE: 1 /4"=1' - 0'1 SHEET 1 PER FLR. PLAN 1/2' CLCs. 1 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS ®24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON—BRG. SCALE: 3/4' =1' -O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE 3 5/8' OR 5 3/5, 1/2" pRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/5, 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8' LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF < WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD--., 5/5' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD 1—STORY LFINISH FLOOR TYP. INT. WALL METAL STUDS /9A-'N\ (NON -BRIG.) W SCALE: 1/2'=1'-O' BOND BEAM SOLID GROUI W/ (1)- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE "' DIA_ SLEEVE, O NOT CUT EBAR IPE--A DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D SCALE- 3/4" =1' -0" 1 / PER EI-EVATION STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR P�-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGER ELEVATION MTL. DRIP EDGE 2x FASCIA PER O 2x FASCIA PER TYP- ELEVATIONS ELEVATIONS o.�+. VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE �— S�RUCTTURAL 1x2 P.T. FURRING STRIPS 9 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED `i 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR ' 0' FIN . FLR d. d ° 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—ST0RY HIP BLOCK WALL 4:12, A (2) LATER UNDERLAYMENT D1 SCALE: 3/4'=r-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LATER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D iI FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 01 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT--L-` PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Of- 0'-0" FIN. FLR., 8' CMU d' CA LK AND SEAL GAB LINE I i' PYc aLEEVE FOR GAS LINE a' ayU I!!' GYP. WL. 6D. WOOD EASE a . .a i2B\ GAS LINE THRU BLOCK n1 / SCALE: IR'•I'-O' 2X4 SPF 24' O.C. MAX .—� SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS -PRE-ENG WD.TRUSS i,PER ELEVATION 2x RAT RUN SECURED I AURAL DETAILS 4ERGY CODE FORMS Ft TION R-VALUES rER ELEVATION fPSLtM BOARD OR I/2' TRENGTH CLG. BOARD 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 a 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REO. VERTICAL TRACK I' MIN. BY MAP. 'r SLIDE FASTENED TO TRACK BRACKETS RODE W/ PRODUCT APPROVAL REQ. a' C1U SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REIM SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 3 GARAGE DOOR JAMBS D1 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 OL 0'-0- FIN. FLR A ° n ° - Q . H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4' =1' -0' Reviewed for Code Compliance Universal Engineering Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply With AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building Wall with a sealant Complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA MICHAEL C. ADER90 ' AR NO 173055 PRINT DATE 03 O1 21 SCALE: 1/4'P=1'-0$1 SEMET 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 I/8' WASHER 4 NUT OR W/ (2) 1/2, X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/8' WASHER 4 NUT-7 0 9 SECURE 2x4 ON- FLAT TO BLK 0 W/ MASONRY NAILS. SIDES" 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR M BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3)EVENLY SPACED. of I OI IRL NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT p SCALE:In'•I'-®' Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE 145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 8' 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" A WINDOW TO BLOCK +3 4" OR +5 4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10, O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCCN15 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. L�j 8' CMU V!' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B DOW TO BLOCK +1 1/2" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 I/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU 4 18' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 1/16' O.S.B. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) DOOR CASING WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/16" 2X4: 1811 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C- MAX SPACING. 2)(6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN On OF EACH END 4 IS' O-C. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE -145 MINIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK B' CMU ❑ I/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" nWINDOW TO BLOCK +2 1/4" L 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 IS' O.C. MAX SPACING. 2X6: CEIM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MII,L HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IB' O.G. MAX SPACING. 2X0- 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 1S' O.C. MAX SPACING. W 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER IH DOOR CA511'rz 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" E 2X4: 181 SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/49 WITHIN a' OF EACH END 4 18' ors. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU 1/2' DRYWALL ❑ F,T. P.T, NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 W TO 8' O.G. MAX DOOR JAMB OR WINDOW ATTAC4 TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" F " 2X4: CEO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1 0 � 8' CMU ❑ in, DRYWALL I'X4' P.T. NAILER -1/16' 0SU3. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" ND011 TO HLOCK +3 7/16" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 V D.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 IS' O-C. MAX SPACING. 2X8: SECLLRE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK Reviewed for Code Compliance Universal Engineering El 8' CMU Sciences I/2' DRYWALL L I L� 1'X4' P.T. NAILER G'IU I' P.T. X 4' MIN. CASING 13 .. • �. - W = . %' DRYWALL IX FURRING DOOR Lu _'.. `RIP 2XIO TO DOOR JAMB OR WINDOW DOOR 8-1/81111 ATTACH TO 2X PER FRAMING HOLD FLUSH TO MANUFACTURES DETAILS. INTERIOR FACE OF DRYWALL NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" nWINDOW TO BLOCK +3 3/4" n ENTRY DOOR BUCK RE UIREMENTS K. KTA 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT: 04321.200 002R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT MIC HAEL C. ANDER AR NO 17305 PRINT 21Ol DATE: 03 / / SCALE: 1/4"-f-0" SHEET ID2 NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO SE WIRED TIED TO LATH • 9' OG. MAX (VERT.). 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 • 1' O.C. MAX VERTICALLY 7 ;' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FORTIFISER BUILDING PAPER APPROVED METAL LATH FASTENED all (VERTJ O.G. MAX AT SUPPORTS WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM MNSTALLED PER t TO i GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' TO 8' 6' TO a' THROUGH CONTROL f MN_ MIN JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. W TO as FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON _ STRUCTURAL STUD FASTENERS1. FOR LATH TO BE NAILS OR � STAPLES IN COMPLIANCE W/ ASTM G1063 2. WIRE TIES TO BE (NO. 18) 0jV415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWARD • Pr. A OL FOLD INWARD • FT. A 2. CREASE • 15T. B 3. C 4E ASE • Pr. C FOLD • T1� NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 814IW21 ROOFING DRIP EDGE. OVERLAP 9', EXTEND 1/2' 151 6WEATHNG, MECHANICALLY FASTEN 4' O.C. MAX OI. FOLD INWARD • PT- A 2. CREASE • PT. B ® L FOLD INWARD • PT. A 2. CIWASE • K. B 3. CREASE • Pr. C 4. FOLD FT. C OVER PT. B TILL Pt. C TOUCHES BOTTOM FLANGE s ® MarrOM FLAN13E WATER TIGHT SEAL FOLD, QQ NQT CUT. i' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) UM LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER 01, STUCCO WRAP (FRAME oNLn LAP LAYERS OF BUILPING WRAP OVER NAILING FLANGE, STOP WR S ArmwX I )i' ABOVE SHN6LE8 (FRAME ONLY) FRAFE: OR CMIJ EXTERIOR AI I I Q�FD _IIYLL- __ L \ � WAtt FLASHING n ao r w" KICK -OJT R ASHING (SEE a DETAIL) y / FASCIA WRAP NOTE; NSTALL KI( FLASHING AT BOTTOM OF ROOF A WALL NTERSECTIONS J NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN. LAP 9 METAL LATH LATH VERTICAL LAP TO BE Is K. I METAL LATH 7`� WRS LAYER 01, STUCCO WRAP _ 6 MIN PAPER LAP BELOW ONLY / WRB LAYER •2, FOR IF15ER NNN BUILDING PAPER 2 APER LAP SCALE: 1 1/2' = I'-0' KICKOUT DETAIL 7 I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING - SIDE�LAPS OF METAL OR 1A16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF.SPECSJ PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. NOT€ i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIMSER BUILDING PAPER WRB LAYER w, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M*LF:- SPECS) 6' MIN. LAP LAP • LATH LAP Is PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL WA 40USE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 7/16' ZIP SHEATHING: SYSTEM(INSTALLEDPER WOOD SH STH[NG OR CMu -WRB LAYER "1, STUCCO WRAP (FRAME ONLY) 8' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB d TAPE OVER ROOF/WALL SCREED 5'X5" "L" TYPE CONTINUOUS GALV. METAL FLASH -RING: z (NAIL TO ROOF DECK, NOT n'I WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMEN NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS FLASHING N.T.S. 4'x4' SELF -ADHERING: MEMBRANE FLASHING (COMPATIBLE WA HOUSE 40 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REHIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3� FIFE NET is' SELF -ADHERING MEMBRANE SHINS (COMPATIBLE WA HOUSE IP MATERIAL) OVER 4'x4' F-ADHERING: MEMBRANE SHING OVER APPROVED SE WRAP. SHING TO EXTEND ONTO PIPE AND OVERLAP ONE SIDE OF STEP 02 SELF -ADHERING MEMBRANE FLASHING WR5 LAYER "I, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. J FLASHING TO EXTEND ONTO PIPE ' CONT- BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18h. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TION DETAIL LEGEND Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE PLANE (ORB LA*T ER #1/ STUCCO UJRAf=) WRB LA'IrER #2 (FORTIF18ER -' - - - - - BUILDING FA EIR) 1"IETAL LATH X X X X STUCCO a WOOD OR 7/16' ZIP WALL SHEATHING SEL1=->4D ADHESIVE FLASHING - - - - - - NOTE: 1"IETAL LATH: LATH TO 8E PER SECTION R�O3_�.1 / ,4ST1"f C-8��-1�(�, 1" IIN. 2.5 L85. PER SQ. IrARD (UTIL IT"' CAR NO1" 1INAL LATH DOES NOT i"1EET S1t'ECIFICATION5) 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT* 04321.200 002R1 MODEL.• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - MAR 0 9 202i MICHAEL C. ANDEBSON AR NO 17305 DATE 03/01/21 SCALE: 1/4"=1'-0" SHEET AI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYER T INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM, 2_ SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, 4' CAULKING ® JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WR5 LAVER #2 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO f : "::.:..: : WOOD OR 1/16" ZIP WALL SHEATHING 5EL1--A1DHE5IVE 1=LASHING — — — — NOTE - METAL LATH- LATH TO 8E PER SECTION R-103.11 / ASTM C-84-1-14a, MIN. 2.5 LSS. PER SQ. WARD (UTILIT`I' OR NOMINAL LATH DOES NOT MEET 5PEC11=1CATIONS) ELEC. METED VERIFY LC FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES �SELF UNASHINCs ■101IL -- • DRYER VENT CAP (SET IN 9 DRYER VENT BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLl 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' SEALANT 0 TOP E SIDES NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5AC;<- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD �\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM inr cti 7R SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER ro0 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRUCTION 8' CMU T/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER "I, 8T11c'0 WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH / 1/8, TEXTURED r—FINISI-{ o WOOD FASTEN TO WOOD STRUCTURAL MEMBER *'I' O.G. MAX Ya@ TO Xi' MID -WALL WEEP 5CMED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR 3 LAYER 01, STUCCO WRAP 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAIP ST F #3 I7 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, F-ORTIFIBER BUILDING PAPER STEF *1 STF #E� (: ) 9 ELECTRICAL RECEP ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STF #6 TAC LE Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. & LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT* 04321.200 002R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 0 9 2021 WCHAEL C. ANDERSON AR NO 17305 J DATE-. 03/01/21 SCALE: 1/4"=1'-0" SHEET WA2 L E G E JL V DRAINAGE i=LANE (WR5 LATER #1, STUCCO WRAF) LJRB LAVER #2 (FORTIF115ER — - — - — - — — 5UILDING RAPER) METAL LATH x x x x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — z Ii 7- 7k CORNER BEAD (FASTENER 4 SPACING a 'T" O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I A p�CORNER READ @ BLOCK 1 1 L 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT* 04321.200 002R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHffECT STATE OF FLORIDA MAR 0 9 2 221 WCHAEL C. ANDERSON AR NO 17305 DATE 03/01/21 SCALE: 1/4"=V-011 Reviewed for Code Compliance Universal Engineering Sciences SHEET I ■ 2x6 5U5-5AND W/1 "x4" NOTCH g END, WRAPPED IN PEEL 8 STICK METAL FA DRIP EDGE I�1 I` I -1/15" TEXTURED I �1 FINISH is WOOD I 2X6 5U6 1 1/2' TEXTURED FINISH -a CMU METAL FASCIA � O WRAP Y8' FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) N, NOTE: NOTCH FOR 2X6 + 5U5 SAND ONLY ROOF KICK OUT REMOVED FOR CLARITY �\ ROOF DECK (5EYOND) WALL \ DRIP EDGE, \ NOT INTO STUCCO) \� I �1/5" TEXTURED FINISH 's / WOOD, 1/2" TEXTURED FINISH 6 CMU 2x6 SUB -BAND W/1'i NOTCH a f END, WRAPPED IN PEEL 4 5TICK ® I ®I METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL AN A 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER *1, STUCCO WRAP (FRAME ONLY) WRS LAYER *2, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFINCs CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SY5TE1" 115 IN5TALLED, PLEA5E SEE MIANUFAGTURER5 INSTALLATION PROCEDURES PRE-ENG'D TRU55 TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS 6'-8" D.G. MAX. 2x 5U5-5AND W/1Y"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Ci) WALL SUB BAND DETAIL C WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. J/4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2' " NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF- CEMENT s ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND W/V2Hx4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK *ROOT CEMENT a ROOF EDGE OMITTED FOR CLARITY Ml Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA LMI MAR 0 9 2021 CHAEL C. ANDERSON AR NO 17305 PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA6 39'4" FOUNDATION NOTES 28'-8"; 11'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR 3 4" 15'-10" Y-6' 9,-8" '-4" COMPACTING REQUIREMENTS. v 2. TOP OF FINISHED SLAB SHALL BE+-U-0" 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS 3 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 1.1 SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: 0 ? PROVIDE 1/2" FELT PAPER AT THE JOINT. FM-12X18 FM-12X12 7. C OORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL' 1 DRAWINGS. • 1.1 OD XI 8. Ic EE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. I o Cq 4" CONC. N 9. WINDOWS, DOORS AND ROUGH OPENINGSARE TO BE COORDINATED WITH THE a f SLAB w LL X q WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS I a � I ro ao AN WITH THE MANUFACTURES SPECIFICATIONS. O0 a zo 10, EE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. F-24X24 �, 0, *,3 1/2' I 11. - INDICATES #5 BAR, MINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL _ 10'-0" RE NFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE 10 HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 1.1 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. X p I - 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN48 BAR DIAMETERS (#5 = Q EX TEND FM 12 X18 3 0" = #6 36" AND REINFORCING SHALL BE CONTINUOUS. v SLAB 1 1/2" 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL 0 a I 111 I REINFORCING FOR ALL FOUNDATIONS DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF;2,000 PSF TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. • 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS 1 I OT ERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: 1.1 A) N ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION I C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE ro RE DUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION 0101, SH LL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI,, TYPE "M" OR"S" TOP OF I M RTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND • I SLAB 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER - OF SLAB, SUPPORTED Co o T- " O/C MAX. SEE PLAN FOR WWM SIZE M N N Ih SPECTOR NOTE: C9 ILL I El 1.STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CC DE, RESIDENTIAL, 7th EDITION • I I El SLAB SCHEDULE °D I SLAB THICKNESS REINF. REMARKS N 6x6 W1.4xW1.4 OVER _ I GENERAL 31/2" 6MIL VAPOR COMPACTED FILL _ LL co BARRIER 09 LO FOOTING SCHEDULE ip PROVIDE C DRNER BARS, SAME SIZE QUANTITY AS BARS IN: FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. 15'V 6_0" 191_0" r SHORT LONG • zood TE-1 8" SEE PLAN 101, (2)#5's (+)0,-0° 4" PVC I FM-12x12 12" CONTINUOUS 121, (2) #5's + 0"-0" CHASE �I FM-12x18 12" CONTINUOUS 18" (2) #5's (+)0.-0" C)1.1 TE 1-- FM-16x18 16" CONTINUOUS 18" (2)#5's 0^ i #5's fMC-12x18 12" CONTINUOUS 18" (2) VARIES I 12" s s 0"-4' _» 4" CONC. I iv SLAB e 5 1/2" i 4' .gy0101, 17.8 2r8iTOP OFF SLAB ET-" 5 1.1 ao N AI _ I I. N O w I` I00 N N ~ W I U Lu '. N LL I p i i I In i Ne EXTEND - SLAB 1 1/2" 1.1----� 1.1 00 FM-12X18 m T �{ LL 4" CONC j • I g X N la w SLAB ) , u_ r 1 /2 5 r 1/2 : ILL 0 a rn 3 1/2" 1 3 5 *71/2" p o ----� o? FMC-12X18 v FM-12X18s FMC.12X18 F 1.1 FM-12X18 JO-1 4 4 1.1 11 2'-8" 16' 0" 2'-8" S-10, 10'_2" 21'4 4'_4" 14'_0" 39,_$" SECURE STRAP A/C SIMPSON WB CONC. W/ UNIT ROLL STRAPOR (2)TAP—C EQUAL'@ EACH TAP—CONS CORNER OF UNIT CONC, SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS FOUNDATION PLAN SCALE: 114" = 1'-0 A/C CONNECTION TO PAD DETAIL 91 Reviewed for Code Compliance Universal Engineerim, Sciences 2194 H WY A1A, SUITE 301 INIAN HARBOUR BEACH,' H:321-802-3591 L-wwwPFLORIDA32937 .abdesigngroup.com f= AA #: D 03325 a 101,10 ME NNE REM WWI � k r �r a �y ul is F I ga, mar � CREEKSIDL PHASE 2 LOT #2 PROJECT# 1I 04321.200 002R1 ' , ODEL: 4EBB e "1828—CALI" 1-ARAGE SWING: LEFT 3 a K FOUNDATIOiN PLAN �I Ili MPH EXP ARCHITECT _XrE OF FLCIa I MAR 0 9' 2021 MICHAEL C. ANDERSON NO 17-305 �►�°E: 03/01/21 SCALE: 1/4"=1 -0" SHEET SI 4 Z STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS m W O 00 V EL of _ Z 8" CMU WALL O 0 M < e o m. !. Lk SEE SLAB SCHEDULE EXT. PORCH SLAB 4- 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION A< 6" CHAMFER (2-STORY) JOINT (WHERE i APPLICABLE) z SEE SCHEDULE g FOR WxD, BAR SIZE AND BAR QUANTITY � 1_4 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO —FOOTING 1 SCALE:3/4"=V-0" BOLLARD LAP NP PLATE A M. OF 48" AND N W/ 16, IN COMMON NAILS, 2- WS. 4/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 LIDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLA +_ 0' -0" 0 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 ih SECURE FLANGE TO SLAB W/M 1/4" X 2 1/4" TAPCONS SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY' IRE B .PLATE TO VT d MASONRY NAIL AGGERED. L METAL JECTORS NOT AIRED WHEN NO _T IS PRESENT SLAB SCHEDULE .da A b i SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL SCALE: 3/4"=V-0" (NO LIFT) .T F 30" MIN. EACH WAY MONOLITHIC FOOTING 41 . Z STEEL REINFORCING IN GROUTED Q " CELL, SEE PLAN FOR SIZE AND °. o: v • ° ° O } F SPACING REQUIREMENTS s ° � J r FM 0 mC Q 8" CMU WALL I 1 CORNER BARS, SAME SIZE AS LARGER BAR ► `p ` 1 IN FOUNDATION WITH 30" LEG EACH Z co m +_ 0._pl ° ! $: ! WAY AT ALL CHANGES IN DIRECTIONS �I 11 TOP OF SLAB I ..> SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I• VARIES ' ° SEE SLAB SCHEDULE TOP OF GARAGE I� °I �: LL CONTINUOUS STEEL MONOLITHIC I - FOOTING REINFORCEMENT SEE SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) ° W/ 1/2" ISOLATION ' 6" CHAMFER (2-STORY) ° JOINT (WHERE • ° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z_ Q. FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO N MONOLITHIC 'FOUNDATION EXTERIOR MONO —FOOTING CJ@ CORNER BARS DETAIL GARAGE SCALE: 3/4"=1'-0" SCALE: 3!4"=1'-0" u� W 0 NEW REINF. BAR O SECURED W/2-PART a EPDXY. MIN. EMBED I 8" UNO Q 0 FOLLOW ALL MANE = a SPECIFICATIONS FOR m a USE AND I = m F PREPARATION OF Z v� HOLE. _j \-4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS AP TOP PLATE A MIN. OF 48" A NAIL W/16d COMMON VERIFY HEIGHT NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/ SYP Not STUDS SEE PL S FOR R PLATE TO SLABW/ SPACING SINGLE BT PLATE 1/ "x DGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL OP R SET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED: MIN. @ 16" 06 SIMPSON SPH4 OR SPH6 AX BTM AND TOP PLATE ANCHORS W/ 1 Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W x 3" SEE SLAB SCHEDULE Q TOP OF SLAB ° • < ;• a 4 P .n EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE 3/4„=1'-0" (W/ LIFTNs a ..k 0 } uj Q\7/J 00 V J a � O � 3" CMU W POURED LINTEL CONT. (TYP.) o Z I +-0'-0' �' 8" CMU FILLED CELL(TYP.) - < TOP OF SLAB a ° e ' 2X WALL FRAMING d: SEE SLAB SCHEDULE -. 1/2" DIA. SIMPSON STS2 BOLTS 5" Z — .MINIMUM EMBEDMENT INTO �, "ISOLATED" COLUMN PAD GROUTED CELL 4"FROM ENDS AND 00 d ° CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16''O.C. VERTICALLY MAX M FOUNDATION AND SLAB ° d SEE SCH ULE FORWxD, BA SIZE BA AND BAR TY MBINED EXTERIO MONO— INTERIOR FRAME BRIG WALL TO OOTING AND COL. P BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" FOR NRY SET =V: RECESS AROUND GARAGE DOOR OPENING 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2—ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD VERIFY HEIGHT OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO rn UPLIFT IS PRESENT. W SEE SLAB SCHEDULE Q i e . e.. A e a A d• d EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=V-0° (NO UPLIFT) Reviewed for Code 1B Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 e. Aft �o0i r A AN N I=IVo ). ; CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL: 4EBB ry; "1828—CALL" :Is AGE S Lro LEFT PAC_',_ r Ik) DE VA i pq ARCI�IITECT STATE OF FLORIDA Ekl SaICHAEL C. ANDERSCIN AR NO 1?,1C.5 ATE: r i SCALE: 114" V—U" 814EET SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT* 04321.200 002R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT MAR 0 9 2021 M CHAEL C. ANDERSON AR NO 17305 DFaNT A 03/01/21 SCALE: 1 /4"=1' - 0" SHEET S I . 2 ., Do TIE VERTICAL REBAR 1 TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. .Q ° - a •. z c q 9° N e d 'Q as ° Q ° CLEAN OUT REQUIRED 0 4 � FOR INSPECTION Q m ' 0'-0" FIN. FLR. TIE ERTICAL REBAR .A TO HORIZONTAL ° ° • REBAR W/ 10" HOOK Z �O CO U - HORIZONTALNERTICAL REINFORCING SCALE: 314"=1'-9' BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36"' #7 42" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q } SPACING REQUIREMENTS m w U c07 _J Z 8" CMU WALL 0,_0„ +_ o -o' M a • TOP OF SLAB q TOP OF SLAB e t. , "t t t '. .t .e a °e SEE SLAB SCHEDULEUJ EXT. PORCH SLAB d. 4" CHAMFER (1-STORY) p W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) = • ' JOINT (WHERE APPLICABLE) Z ` MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING e d M 0' Y °' • < •' °'° d 77-47 a 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING S ALEr 3/4"=1-0 ���II�YIY #5 BARS Ello m 110.. ® C 7f� 7� CMU UNIT DIMENSIONS ARE NOMINA L SIZES ,/y` `MASONRY SYMBOLS Zvi 1 O \ J SCALE:3/4"=1'-9' Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY AJ A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.cor r AA #: 0003325 SUBDIV. Be LOT.` CREEKSIDE t PHASE 2 LOT #2 PROJECT* 04321.200 002R1_ MODEL. 4EBB "1828-CALI" , AGE SWING: era LEFT ar SAGE: I DETAILS k� k 3 160 MPH EXP. C ARCHrrECT STATE OF FLORA A E MAR 09 202' �diICHAEL C. ANDERSON AR NO 17305 F, k DATE: 03/01/21 SCALE:1/4"=1'-0" SHEET S1.n #5 BARS Ello m 110.. ® C 7f� 7� CMU UNIT DIMENSIONS ARE NOMINA L SIZES ,/y` `MASONRY SYMBOLS Zvi 1 O \ J SCALE:3/4"=1'-9' Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY AJ A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.cor r AA #: 0003325 SUBDIV. Be LOT.` CREEKSIDE t PHASE 2 LOT #2 PROJECT* 04321.200 002R1_ MODEL. 4EBB "1828-CALI" , AGE SWING: era LEFT ar SAGE: I DETAILS k� k 3 160 MPH EXP. C ARCHrrECT STATE OF FLORA A E MAR 09 202' �diICHAEL C. ANDERSON AR NO 17305 F, k DATE: 03/01/21 SCALE:1/4"=1'-0" SHEET S1.n 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 W110d 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 APPLIEDIN 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 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED' FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B.=TOPOF BEAM/ B.OL =BOTTOM OF LINTEL /TOA.=TOP OF ARCH/ T.O.S=TO OF SLAB ABBREVIATIONS E.E.= EACH END, O/C = ON CENTER, F.E.S. =FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) W'xH' REINFORCEMENT STIRRUPS BTM. TOP MID SIZE. SPACING 13131 MASONRY 3000 8x8 — (1)#5 — N!A — GROW EDSI LID SEE SHEET S2.2A FOR SAFE LOAD TABLES J fi LIFE' BEAM PLAN SCALE: 1/4" = 1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA''32937 PH: 321-802-3591 www.d bdesigngrou p.com AA #: 0003325 r oI i I s`1 fv1 Reviewed for Code. Compliance Universal Engineerinq Science- L, 3737K.UX17. 4v,, LOB CREEKSIDE PHASE 2 LOT #2 ROJECT# )4321.200 002R1 [ODEL: 4EBB "1828-CALI" J&RAGE SWING: LEFT FIGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. ARCHrrECT. STATE OF FLORIDA MAR 0 9 2021 ICHAEL C. A"NDERSON ,AR NO Td'' e PFZM��T DATE: 030121 / / SCALE: 1/4"=V-0" SHEET S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM 1'1112. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVETHE REQUIRED FARING PLACE STEEL HEIGHT. 0 OF REINFORCING (1-2) 4 THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINU US AROUND zn 1#5 AS DEPICTED HEREIN. STRUCTURE A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8"x16" (0 Q\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM V-1#5 0 / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM / TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP - TOP VERTICAL REBAR W/ 10" HOOK / P�SQ�F� 8x16 DBL. BOND O BOND BE F BEAM W/ (1)#S BAR AM EACH COURSE c G 8x8 BOND BEAM TOP OF \a • Q W/ (1) #5 BAR BOND BEAM 0 F = FILLED W/ GROUT A 30' TYPICAL I ��� U =UNFILLED GROUT SOLID FROM OF OPENING o NOMINAL # OF #5'S, IN 2ND BOND LINTEL TO TOP TOP OF BOND WIDTH BEAM COURSE BEAM, IF FILLED LINTEL SEE NOTE 5 #5 BAR IN BOND BEAM --, ( A 8x8 PRE -CAST CONCRETE �� /�1O-1TI1IVI/OB LINTELW/(1)#5BAR(L2) ; MASONRY19 P� F NOMINAL LENGTH OF BAR = WIDTH OF„ $Q HEIGHT #'OF#5'S,TOP OPENING-2" 2 BEAM DESIGNATION 4, IT THAT ITHIS ENGINEER'S ER''S INTENT BOND BEAM COURSE OR IT IS Trlls ENGINEERS INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM - INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER SCALE: CORNER Y AND XFXX - 1TfOM/OB SCALE. 3/4 1 0 S INTENT TO PLAN FOR LOCATIONS TOP �r ANDE UXX - 1T/1MI0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED OF OPENING AND XUXX - 1T/0M/0B INDICATES.A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) ,.I i I/1 TAPCON OR DRIVE (MIN s SHANK SIZE.145 MIN HEAD ky WINDOW 00 MIN EMBEDMENT 1 1/4") 83FROM EACH END AND 18" O.C. MAX. MIN 1-14' .i EMBEDMENT I Iy 2x6 (MIN 2 X 3) 2-3/16 TAPCON 1.N SIZE.145 MIN HEAD SIZE .300 PRE -CAST a 3 1/4' OR DRIVE PIN (MIN SHANK] WINDOW SILL MIN EMBEDMENT 1 1/4") 8" SLOPE N 1-1/4" FROM EACH END AND 18" 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/ EMBEDMENT IN. 2-12d PER BLK. EA END ' 18" O.C. MAX. MIN 1 M 6I -1/4' /7/16" OSB SHEATHING ' TYPICAL MASONRY WINDOW Reviewed fore . �+ CONSTRUCTION ' t/'. CMU WALL ._ Compliance SILL. CONSTRUCTLON . UniversalEngineering .Sciences 4 I scaLE: v2"=1'-0° 5 ARCHWAY FRAMING DETAIL SCALE: 3/4'-1'-0" ,I r I h I F S I I r 6 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR EACH SIDE STEEL REINF. OF OLEEATION BOND. BEAM HA CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"= 'V�MO ;:'�`_:��".:... .,..u.,,. �r�x 3 -a�'.�,cC..x,.�•4'ec:'sSt '".".si=?u.u',zsv u�"+iut�.. R�,,. �' ,w"".=.0 r5 ;�: ai',,,tr5. «?'t..t. '_�. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH:321-802-3591 www. abdesigngrou p.com AA #: 0003325 a ` BDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #2 rROJECT# 04321.200 002R1 IAODEL: 4EBB "1828-CALI" n IGARAC-E SVfMG- .1 LEFT 1. _.-...___e..__ IP GE: I 7 DETAILS i w• i.? MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 0 9 2021 C,HAEL C. ANDERSON ,,AR NO 17305 .:Ug 03 / / DAT° a 01 21 SC m1/4"=11'--0" SEXEET "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818.OB 18-1T 1TroB 1TroB 1TroB -1TroB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH e/6-1T 8/18-1T 8J204T 8124-IT 6J28-IT 6/32-tt 818-1B 16-1T/1 1T/1B 1T/1B 1T/1B -1T/1B 6/e-2T 8r16-2T 8r10.2T erz4-zr WJ3..Zr 6rs2-2T V-6" PRECAST 1438 952 3114 4217 5321 64M 7531 T-W PRECAST 689 1024 T-W PRECAST 1569 3524 43M 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 55e7 4'-0" PRECAST 514 763 1 4'-0" PRECAST 1363 3060 3815 4670 5325 6079 1961 6113 1 7192 s524 1 7027 8751 1363 3M 3815 4570 S325 6079 4'-0" PRECAST 819 533 1770 24M 3033 36M 4800 41-6" PRECAST 398 591 4'-0" PRECAST 1207 2682 3375 4043 4711 5379 1625 5743 7547 6752 8541 7505 1207 27C7 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2580 3123 36M 4249 5'-4" PRECAST 411 411 5'�' PRECAST 1016 1806 2374 2044 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 26M 3399 3961 4064 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470am5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 Me 6 5776 � � 2593 3107 3820 4133 6'-" PRECAST 692 1139 3227 3031 3707 4383 S0s1 6'-W PRECAST 410 721 F-6" PRECAST 835 1201 1578 19W 2332 2709 1139 3227 4598 7054 10000 8825 835 lose 2329 2790 3251 3712 T-0" PRECAST 5T0 938 2498 2205 2898 3191 3665 7'-6" PRECAST 303 534 T-0' PRECAST 716 900 1181 1482 1743 2025 � � � � 7� 64M 777 1624 2D25 2426 2827 3228 W-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4 " PRECAST 192 384 9'�" PRECAST 454 586 707 948 1120 1310 an1074 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2183 2028 " 10'$ PRECAST 151 301 101$ PRECAST 350 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 11'�4" PRECAST 330 544 1312 1742 2252 28M 3830 11'-4" PRECAST 132 417 11'�L" PRECAST 430 406 530 853 M 872 5" 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 783 12'-0` PRECAST 308 507 1210 15M 2048 25M 3191 12'-0" PRECAST 111 370 i2'-0" PRECAST 383 366 476 587 898 507 1210 15M 2048 2586 3171 440 940 1300 15M 1314 1476 13'�" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'�" PRECAST 308 303 303 484 575 645 414 1045 1365 1732 2316 2005 398 780 1067 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1806 1988 2279 14W PRECAST 71 293 141-0" PRECAST 279 us 3s0 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 On746 855 1715 458 1079 1429 1824 2Zr7 2712 246 863 980 1237 1474 16-4w PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 387 484 574 684 793 412 1014 1340 1703 2118 2513 230 s16 908 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T4" PRESTRESSED N.R. 183 17,-4" PRESTRESSED 187 328 365 451 5e7 880 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 191-40 PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 288 348 430 513 595 235 738 959 1200 1467 1716 166 429 623 ON 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 125 21'40 PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1488 142 373 537 890 816 943 2Z-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 221-V PRESTRESSED 137 226 290 359 428 497 185 550 784 992 1203 1381 137 358 513 659 779 900 " 24 -0PRESTRESSED N.R. NR NR NR NR NR NR " 24 -0PRESTRESSED N.R. 91 " 24 -0 PRESTRESSED 124 174 245 302 360 418 in450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 19-0130.13 Reviewed for Code [a Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL: 4EBB "1828-CALI" GARAC}E SWINfi: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT \1 MAR 0 9 2021 MICHAEL C. ANDERSON AR NO V305 DR�A03/01/21 SCALE: 1 /4"= V — 0" SHEET Ls 6 9 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10dx 1.1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wi 1Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 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 ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, ,177'' X 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING, THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE 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 OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. Ir 2 4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE 4AILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS &SECURE TO BM. W/ SIMPSON LTA2 USED TO F BRACE TOP OF WALL. o U U U U U 1 C,) ' sT, CA IN EJ7 CJ1 II - CJ3 u n n n n u n n n n u n I 1C u u u =I CJ3 AT CH jol " L G 2x CAB T II I I II CJ5 II II II II II T OSSD AILS 6 O.I II I n n =_ CJ5 (4' ROM A. ENN IL ) 1A I GIR ER(TIRUSS Wl2 6 BOTTOM CH RD TRUSSES W/2X4 BOTTOM. CHORD IVI 2x SCAB NAILED TO /I DIAGONAL M END JACK TR SS BLO'TTOM II/Ly\YII BRACINGIBOTTOM II�hI CH RD UvlMIN (4) 10d CHORD BRACING WHERE APPLICABLE NA LS FOR EACH CH RDCONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END TRUSSES Wi2X4 BOTTOM CHORD GIRDER/TRUSS ,-------- -- g - -r - --- W/2X6BOTTOM BOTTOM CHORD _ P, CHORD I - P I I I It w ti7T O IAGONAL __ BRACING/BOTTOM I%�fj� TRUSS BOTTOM CHOR ----- - --""-" �yN\� V V WI I BRACING/BOTTOM A1A = _ - . ,_" q. . �_..�._ _- - _ - I__.,.... _ �__, _:.-. _a".... } _ = - = CHORD BRACING IL] W/MIN (4) 10d NAILS :CHORD BRACING _ FOR EACH CHORD I CONNECTION --- \ DTSSiVTT.AR BOTTOM CHORD BRACING @ MID RUN �_ _ _ _ _ _ _ _ �_ _ I "= _ _ -',.._ _ _ =4 DIAGONAL - ..e .....L...,.... I... �.........� .., ...�....I.�Le.. e..m L. mNvrc uaEDULL mrvIxDL DATE: wl2]2ozn MITeS USP SIMPSDN M iek VSP MAI SON ' oES. VPU41 1711 WUIT GRAvm Fgsrf x.R .OIS FASTENER X TA 16.18 1.5 MET11B 1N,C LEUMAI%11/2"1-PLY,1])1fic2 PlY, EMBEDC' (B) lOtl X11/2'1-0LY (6)lW 2PLY,EMBED4 (21HTA 161E 2430 1 2) BEFITS 1.1 11))IM x 1112.1 PLY, q.FEG L" {]QJ IPA xl I/2"1'PLY, EMBED4" HTA16 18]O HETA15 MNG 10 III X 11/2",(3) Ifib)PUG EMBED4" (9(10tl X 11/2"1- PLY (A) IW 2PLY, EMS E D 4" RTA 20 1970 HETA 20 III TO (10)10tlx 11/'l (8) FENXPLY,EMBED4" (9)10tl 11/2"J-PLY, OD1 W 2-0LY, WINNE" 12) XTA-20 1430 2) HELP 2D 203ti (12)10tl 1]/2 ,l RE, MBE04 I1U 10tl ]1/A-1-PLY ENTER 4- IS. (10) 36E1PLY, BMSE04 (12) 16d2PLY, EMBED4' I LLGT-2 1655 LGT2 1.5 CUTS) I/^B VGPONCBX M1 ,WOOD11611M (]) 1/a 21/4' I FILM VNJDLIM 160. LOOT IMF LGT3 50525 3aA0 CONC(413/8`%5'YYXdg �BON4ARUars, WOOD(12) W525 (12) NO 114 x3"TO GIRDER,(4)3/8"x5"TNEN YDTO WALL ETTA-20 2430 DETAL20 2480 116110X%ll/214LV LTERNLTE 101 (2 INTL:.0ACCEPTABLF {10110L x 11/2. 1 v! ALTERNATE JGE OF (2) FELA20 ACCf PTAP. `:IUGITi♦ S543 3965 (115/A'A.TR IN HIGH SIR EPO%Y(MIN.12" EMO EDI.(22110CTDWMU l 1116,'Gl SIP GIFEPC%Y VIN V FWEP,122, IP,T \MNSN xJR2L 95�3 �ID69U WOOD III 400 MASONRY F23/4"qIP 21 34T "II TRE6TF EPx- 111BE0115 PPR qN'D F JGR. PRTI "n =• LUEYO WOo01811Dd bgSONkr1213/YArn11,I Ora MILFM, ICm wOx tl vE^t-.EUI ,m: F `-CO .LTA l]I O PARALLLLiO WALL 147. PEREENDI CUTARTOWALL LTA2 1210PYRALLELTOWALL 1210 PFR PEN WALL DICJ1Ak 10 (10110[RI 1/2 (10110tlx1 ]/2 MUGT15 3945 VOF 4940 (I)5/0'ATR IVHIGH STRENGTH EPO%Y(MIV 12 EMBEDI.(4)100 TOPj(A INC FACT/(]21DUE 9ACR0f RLI (1)S/B°A.TN. IN FICI 11 RENGTF. F1.F1 IMIV 11 EMBED1,N615051 A"xi 1JGT Y5]5 (2)VOL 1185 12I5/8"ATR CI HIGHS ENGTH EPONY(MIN. 12' WILLI,(9) 1M (2)SvB"AT.R. IN HIGH STRENGTH EPDXY (MIN 12" EMBEDL(32) SUS la'BE - MT E. MTS 12 990 (14)1.R1111',J14) LW (14)1M%11/2' HTWIS 13Sa HIC16 1110 1161IWx14/2",It6 -111 (16) UW%il/2 I2U: lass HIS 20 133U 124) NOR% 110',(2011 XF (2A) 1. X11/2' HTW 24 1315 HIS 11 1310 12AI IOtl%11/2'%(z01 NOR {24110o x 11j1^ LiTk12- 93D LSTA-l2w 525 (10)Ift (10) FLY FBI 18« 123i LSTAIAH 1211 114)EB0 IIA IOc PASTA -IS. 1330 IMSTA 104LF 1315 (14)104 1141100 MSTA-24f BEER IMSTA 24H 1640 IIS, 1. (1011M x. MSIA-10IT 2- M11A IE.I YFXG (22)111 122)1M .rlCj9% M5TA-36.ti 2065 MTA36- (2611. 161 1lM0Oc xSL236 2765 ST 5 11110 %1112 3I 1z fi%l7 USI28 s10 e401axllS I6IRtl 1O111f E)PEroSIUDs. MP34 MHCP2 : 5251N F1 @9N1% 680 A ]020 MVGI1c 8PH WA IP,.. WELTS &PIE W PA044 4175 2115 PAV66 2455. LT519:LCI 115208 fft I'D, 1111 HII45 elfin HTF45 SDOE BY'S UPHD11♦ PHBSA. 141BI 6525 TD%B ]0]D NIMBI 258D ]130 HUS4121P 3611 nio(I6D%). 3325(325%) H D4IDR(CMUI I95o F.B. H02ID-21F(CMUI 195D 30RU HD210a1F(CMU 2IY5 '01' LGUN2G2 23]S. 6065 4. 1 141 Ed BIT, (113/4-AI.R.IN HI 15WIII) 3/4 ATN IN HIC a455 l) 5/8' AT.R IN HIG SD90 (1)5/8-AS.R. IN HIQ 15 11810 (111-A T IR- IN EIGI P.,(1)S/N°ABINHIGI (1) )/®` A B IN BIGI N) E/P" LBOLT W R 34zs s33D DYNp dNFT SLEEVE. 3135 m 5 pan%) (10)16®TX)XfADES 82zD (1zs%I NO)1/4 %1"WSJ ]80] 41. WOOL LNP(20)3/; 118)1/43"WS: i Nip 4S D] WOOD URP(LW B/- 110)1/A i 81p P,0O W000 WSP 2D13/I 5 1IC EBBS (=)3/==0=e4=e Kra o I I (- - - 22"x54" -� - - 4 ATTIC I I e A3 ACCESS!_ an !1zq2 { �I 1 I I I I A9 --, All CL 7OOOA13Lu (D r R�1'm III A /A16 - \S/- M N.TEMBEDIINCONC,(12116tl TOWWD. (1)5/3AiR IN HIGH STRENGTH EPDXY ,(MIN 7 EMBED .1 INC EC., 1111Ed iOW000 7 U IIN] FMBED)INCONC.(12)16tli DWLgV (1)LID AT R. IN HIGH SIREN6TH EP0%1 ( MIN] EMOED)INCONC{1z)ILl TO G10D MM] EMBED) IN COW" LINE 10WCO0 (1) BEV ATR IN HIGH STRENGTH EPDXY,(MN I- kMBfWIN CONC BNIYI FI OCR IINTEMBED) IN CONC.(10IX 1-1/2TOWOOD (1)1/2ATR IN XIGHSTRENGTH EPDXY, (MIN]"EMBED I INGONC 101IDBTO WOOD IN ] EMBED) IN C0.VG; 138116tl %21/2" (1)5/8 ATR.INHIGH5F12FNGTX EPO%Y MIN f EMBEO,IIN CONC 6116d X2 /2' INT EMBED) M CONC., R6) IM X 2112' QIEERY AT.R. I N HIGH STRENGTH EPDXY (MIN ]EMBEO,IINCONCIDIftX22- IIMIOEMBFDIIN CONC,(24) WS3 WOOD SCRPYT (1)V ACT R. I N HIGH STRENGTH EPDXY, (MIN 10'EMBE411N CLINIC (24) SDSM' XS' WOOL SCREWS IIN T' EMBED IN CONIC T YI VON. 3 SCREWS (1)]/B'A.B_N'HIGHSTRENGTHEPO%Y,(MIN. 2"EMBED) INCONC )3/45FD BOLTSTO W(%10 IIN P"EMBEDIRICONC,L)WSTUD B.'--.WCDI PSS THAN 4- FROM EWEOFCONEW/3/a"DIAITN FAMSEF/REBHEAD (1)3/P'AT.R IN HIGH STRENGTH EPO%Y,(MIN.6]5"fMBEDMEW) I C.ML.TO ,NI3/a"A.i.R IN HIGX STRENGTH 15'EMBEDINSTALLEOINFACE.(14)1M AT101ST EPDXY, (MIN 6,75"EMBEDMENT) IN C.M.LL FACE, Ii81M TOBFAM (10) BIT 10 HEADER, (10) ME MWOOO OWOOD (18)1/4za/4.. TiTEN(9PERll NGE)TOCMµ(IDIIDJTOWOOO C.. (13I1/4 A2,3/a^ TREN(9PFRFUNGE)TOCMD,(NopMTO 7 OWOOD (1811/4x2.3/Y"TITErv(9 PER FIANGE)TOCMU,jIRIPU.TD WCOO' FRAMINI PLAN -,- �STOWOOD (4)w13 wawsc¢Ev45 {4)3Bx4TirEN HD arvaafls(2 PER FLarvctl lO wgg)1/axz 125RSCRE SCALE: 1/4" = V-0" .� �4'm�E'33b':'u°Aa'�"3n+A�r�:�? 7 V 8 G U O 1 A F~.. O- O q 31 m o O (a) LL 0 Z z U 0 W Qm m 0 x U i U O 1A o 31 m o N cl. 2 U 00 O m p N 0 @ U- CO Z Z U 0 W V m o � 0 0 1A Reviewed for Code Compliance LA Universal Engineering Sciences 2194 H WY ABA, SUITE 301 INDIAN HARBOUR BEACH, F FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com E AA #: 0003325 " %�, N, r M 1AH I R a + FI ) I ( ,p a r i Iti x R1 I T, I I I r ( 1 I a .a 1 tk0,4 Aft k IF HE 4 �^ a r YS - A 1 O iVIE t7Ba_IV. & ucnq . CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL 4EBB "1828-CALI" GARAGE SWING: AFT L FRAMING La 160 MPH EXR a; : WePLAN MO ARCHrrECT. S - T ATE OF FLORIDA E t lR� MAR 0 912021 I MICHAEL C. ANDERSON AIR NO 17305 DATEE.: 03 01 21 CAI 1/4"=1' - 0'F 811EET S 3 PLYWOOD SHEATHING SEE ENGINEERED WOOD TRUSSES-- @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DDRAWINGS FOR REVIEW RA SHEATHING - APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE 1) SIMPSON HETA16 (9) 10d x 1 Z' NAILS TO TRUSS "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", B42) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (9) 10d x 1 2" NAILS TO I 6", 8" x 4'-0" MAYBE ADDED (12) 16d x 1 1" NAILS TO TRUSS FASTENER SCHEDULE" GIRDERPROVIDE 5" . W/ 10d NAILS 2 ROWS, 3" 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 C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x4", ` CONJUNCTION WITH :' ACCOMMODATE GIRDER (16) 10d x 3 4 NAILS TO GIRDER AND 6", 8' x 4'-0" MAY BE ADDED HEAVY UPLIFT :: ' TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3 SDS2:5 GIRDER TIEDOWN ACCOMMODATE TRUSS a„ WITH (4) g x 5" TITEN HD TO CMU AND (12) SDS 1 x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. ' 4" x2 z" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3)16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ,, GALV. COMMON NAILS. ENGINEERED WOOD (2) 2' x 5" TITEN HD TO CMU AND (18) SDS 4" x 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1 x2, 2x WOOD FASCIA 3" TO GIRDER GALV. COMMON NAILS s SUBMIT', SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED W/ (3) 16 (2) 2" x 5"TITEN HD TO CMU AND(18) SDS 4" x 3" AND APPROVAL GALV. COMMON NAIL MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) a c 1x2 SECURED W/ 10d GALV. COMMON NAII-33 BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM SEE SCHEDULE' A NLLOWABLE UPLIFT = 3285LBS (2 OR 3 PLY) A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) 1 B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) ra C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SSSTPICAL TRUSS' GYIRDER CONNECTbR(S) SCAI 13 NOTCH DEPTH 1/4*D HOLE EDGE >518" ' r HOLE DIAMETER <2J5*D SGL. STUD OUTER 1/30F SPAN ONLY HOLE EDGE >5/8" 00, BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD B /ILLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C NLLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) =1;_°„ TYPICAL ROOF 2a 2b �� GIRDER CONNECTOR(S) SQALE:3/4"='`°" # 1100 UPLIFT SIMPSON HTSM20 W/10 10d T TRUSS AND (4) 11,4 2 1/4" TITEN 2 ANCHORS O CONT POURED LIN, EL # 1900 UPLIFT (2) Sif APSON HTSM20 INSTALLEE ON OPPOSITE FACES O BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" K 2 1/4" TITEN 2 ANCHORS 10 CONT POURED LIN EL 6-0" MAX (W/1X4) FOR 10'-0" MAX (W/2X4) C i` PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE 3 MI PLACED EMBEDDED TRUSS ANCHOR Cr.Ai F 3/4"=V-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD BRACING 6-0" O/C - END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1:0'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. �-\ BTM. CHORD BRACING (2) 2X4 No.2 SYP DIAG BRACEW/ (3) 12d @ EA. TRUSS (DIAG BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4" (1) "X" BRACE 30'-1 ' TO 60'-0 (3) "X" BRACE (1) -W BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR i BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT Al 4'-0"D.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE PTO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6" 7 MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX �CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRIUSS SCALE: THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1 METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. In STUD NOTCHING 11 ALTERNATE MATERIALS SCALE: 314"=1'-0" Reviewed for Code AND BORING LIMITS Compliance Universal Engineering o Sciences O SCALE: 1 1 /2"=1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 j PH:321-802-3591 www. abdesigngrou p.com AA #: 0003325 { z `9 h e E I �t SXMDIV. 8e L079 CREEKSIDE PHASE 2 LOT #2 1PROJECT# 04321.200 002R1 YODEL: 4EBB "1828-CALI" IGARAGE S VfMG' LEFT PAGE: DETAILS F ARCHITECT: STATE OF FLORI®A MAR .0 9 MI in MICHAEL C. ANDERSON AR NO 17305 n PRINT DATE: 03 O1 2+1 SCALE: 1/4"=1'-0" SHEET S 3 II e e PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK ` W/ TRUSS PLAN Wl 112" DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE Wl 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE - CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL Revoewed for Code '. Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA `- MAR 0 9 2021 MICHAEL C. ANDERSON AR NO T7305 J PRINT DATE: 03 O1 21 SCALE: 1/4"=1' — 0" SIMET S3. I B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) X' BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS - (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d - ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN - 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN "II SIDE VIEW VTCR SPACING (1) AT EA nnin F,n- r) PRE-ENGINEER�� VALLEY TRUSS CONNECTION SCALEN.T.S. Reviewed for Code Compliance Universal Engineering. Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 UAW n 11 SU IDIV. & LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT: 04321.200 002R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO V305 J F DAR E 03/O1/21 SCALE: 1/4"=1'- 0" SHEET S3.IC i A" GABLE - END HIP ROOF X ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MINIiW-STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING PIER F1667 RSRS-01 SCREW SHANK NCH) Bd RING SHANK, PNEUMATIC 2 3/9' 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" COX 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 & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED`PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING A7TACFEMENTSPACING 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 „ un m J Z to w �LU Y @ < U co C Z_ R `O W (D = Z F 0 CI Co Co BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NUM'GABLES-DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER-RAFTER W1 BLOCKING @ 16"O.C. IF NO DROPPED GABLE END. ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF a cr�muv� . w Win(—#8*2- DECK SCREWS @ 6"-8" O.C. MAX @ uVj w EQGES & 12" O.C. MAX IN FIELD. UNTHREADED Y dU SHANK TO EXTEND BEYOND THICKNESS OF LU O SUB -FLOOR SHEATHING N m TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL. NOTES" ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 34'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6°h AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020. 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEAF ACI 318-14,BUILDING'CODEREQUIREMENTS CRIPPLERS, SILLS, ETC.,SHA FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF -PROVIDE 6-MILCONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. A COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGSSEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE . . PRESSURE TREATED. PRESS SHALL BE RATED TO RETENT ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDR SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TC EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPE EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %z" OF ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS. THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING U ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL N( SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WIT - DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-D" OC, EACH WAY. TO BE DESIGNED AND FABRISTRESS-GRADE LUMBER AN REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONA DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENT GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND EF CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLA AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMN 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 MANUFACTURER WIL PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER pef TOP CHORD psf TOP CHORD (7 (10 psf wl No GYPCREIE) (7 psf wl ASPHALT SHINGLES) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST VIAND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMI BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLL STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PF WIND: DEAD LOAD SPEED 020) MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBIL (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 LAYOUT, SPANS &ALL TRUS LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC VVITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL E STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SHO VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY; PLAN SHOWING COMPONEN 40psf LICENSED PROFESSIONAL E MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE SHOP DRAWING REMEW "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SF CONSTRUCTION SCHEDULE. OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS E COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm =2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS, AND CLADDING WIND LOAD DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONS OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE,COMPACTED TO 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 MAXIMUMDRYDENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL 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 MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL• BE MADE BY THE GEO-TECH. ENGINEER THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, ANb SLAB-0N 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 -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALLTHE 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. I ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT ABATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE j REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER TFOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS A R C H I T E C T S Design Group LL= April 19, 2021 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 2 Response Letter For the above listed project, the plans indicate 7/16" roof sheathing on sheet SN1. This is an error on the plans. The correct callout 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. Sincerely, Michael C. Anderson Florida Architect #ARI7305 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www.abdesigngroup.com FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE - SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 6" O/C GARAGE DOOR BUCK - 1/4" DIA TAPCON MASONRY a" 01C 1 12" EMBED.. 4" END DIST.. MASONRY / CONIC. ' NAIL 1 1/2" LONG, TO MASONRY(CONC. NO WASHER FASTENER 1 12" EDGE DIST SGD. AL. EXT DOORS CASE HARDENED COIL 9" O/C WINDO ORR FASTENED GARAGE DOOR BUCK 318"DIA. OR 16" DID DIA) 4" EMBED., END DIST, Ix PT, SEE NOTE 8 NAIL ] 1/2" LONG. STAGGERED MAS INTO MASONRY/GONG. TO MASONRYfCONC. 12" DIA EXPANSION BOLT HIT 24•• O/C HITDIA) 3" EDGE DIRT. E w! WASHER WINDOWBUCK CASE HARDENED COIL 91,O/C WINDOW/DOORIFASTENED METALSTRAP ,n CONTACT THIS ENGINEER FOR SPACING 1x PT. SEE NOTE NAIL 1112"LONG, STAGGERED INTO MASONRY/CONC. MASONRY!CONC. REQUIREMENTS EXT SWING DOOR (2) 31REDIA. "TAPCON' 1112" EMBED. 8" END. NON -BEARING WOOD 112"' EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE. NOTE 6 NO WASHER FASTNER 18" O/C DIST 1 1/2" EDGE DIST WALL TO CONC. SLAB W1 WASHER BOLT 24 O/C DIST, 3" EDGE DIST 2x PT WINDOW BUCK a 138" PAF x 2 118" 9" O/C 4" END. DIST. 1 W" PT TO STEEL COL.. SEE Wf WASHER STAGGERED EDGE DIST NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL- BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS §HALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W1 TAPCONS OR PAF TO THE SUBSTRATE. Reviewed for Code Compliance Universal Engineering Sciences SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #2 PROJECT# 04321.200 002R1 MODEL 4EBB 771828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J rFNT -I DATE: 03/01 /21 SCALE: 1/4"=1°-0" SHEET TYP. EXT. SHEATHING ATTACHMENT DEReviewed for Code CEIVED PI nning &Development Services Department compliance Buildine & Regulations Division APR 8 0 202J 91 UniversallE Engineering rt iT ! 5r Lucie county, Permitting ) Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Desc iption Method of Attachment' Building Design Product Dewgr APPROVAL REVISION DATE - Pressure Pressure 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 FL17499.2 RS 10/0$/Z023 SH Window 185 SH MI Window and Non Impact shown in elevations and installation details.For anchoring through frame into masonry (+38) / (48) (+50) / (-50) - Doors / concrete use 3/16" tapcons 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 wood framing or 2x buck use #10 g g g wood screws with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use 1/4' MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ � FL15353.2 R5 12/31/2024 Vertical Mullion 5764 Doors Non Impact 1" min. edge distance. Locate anchors as shown in installation details, (+38) / (-48) (+48.1 / (-48.1) p For anchoring through frame into wood framing or 2x buck use 410 screws wood with o 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 MI Window and concrete use 3 16" to cons with sufficient length to achive a 1 1 4" minimum / / P g / minimum FL15349.1 R14 4/3/2023 Fixed Window' 185 PW Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15332.2 R6 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Doors Non Imp act embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+33) / (-41) (+48:2) / (-48.2) installation details. screw 1/4" concrete 6" edge distance @ head, 4" edge distance @ jamb, 4" each side Opaque single of transom centerline to bucking., Fastener spacing @ 15" o/c max. @'head and jamb. FL20461.17 R6 12/31/2021 door with transom Smooth Star Therma-Tru N/A Min. embedment of all anchors to be l 1/4" (+36) / (-47) (+47) / (-47) FL16107.3 R13 R14 12/31/2038, Double Garage W6 16.2x7 73 Clo a PY NA / 3/8 x 2-3/4 Hilti sleeve anchors 6 from ends 22 O/C + 29 -3 5 + 36 -42 PENDING APPROVAL Door 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 mina end distance of 4". Double Garage Max fastener spacing of 20". 3/8' dia. X 3" long lag screws with 1" OD washers with a - - I FL8248.11 R20 12/31/2023 -- -- Door ALT ( } 8024 Wayne Dalton N/A 1 9/32" thread penetration into seasoned d wood supporting re. p dry pportm structure. (+29) / (35) (+34.4 38.3 ) / ( ) 12/31/2023, Double Garage � 177 180- Series 17 -175 3/8" Simpson Titen heavy duty screw anchor with 2 3 4 embed min 6 between Jamb FL14170.7 R14 R15 (PENDING APPROVAL) Door (ALT) 185, 187 Overhead N A and bracket :� a t location. 2 3 4 min edge distance. g _ 29 35 ( ) / ( ) 3 . 4 4 38.3 ( ) / ( ) Use galvanized (zinc coated) roofing nails, 11-or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 112" FL30310.1 Rl 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. 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 field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A', FL5259.1 R32 12/23/2023 U(Alternate)t Polystick IRXE Polyglass USA N/A Self adhesive o. FL17322.1 R7 12/31/2024 Underlayment (Alternate) WeatherMaster 100 Atlas RoofingCorp N/A Self adhesive ^ - a - FL34546.1 R1 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive : - (Alternate) FL27076.16 RI 3 28 Z023 / / Underlayment Weather Armor SB 1 AP OC / Self adhesive - (Alternate) i FL3792.5 R14 8 16 2021 Off Ridge g 770D Lom n a ac o N A ( Instal per manufacturers recommended requirements. P q N/A N/A FL19567.2 RZ 9/21/2026 Off Ridge Vent g MMI MILLINUM METALS N/A r+ . Install per manufacturers recommended requirements. N/A / N/A / (ALTERNATE) FL33919.1 % 1 12/31/2024 Soffit Varlform Soffits PlyGem N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1) 12/31/2023, per er manufarecomm nded cturersrequirements. FL15272.1 R4 (115) (APPROVAL PENDING) Soffit (Alt) T2 Alside N/A ( +31.6) / (-38.8) (+75) / (-75) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in - FL16293 1 R3 1 2 31 2021 / / Hurricane Panels 24GAGE Hurricane Storm N A toner ete mason 2 1 2 min. edge dis tance, stance 12 c max . x. sp acing. aan . / Can be headed masonry, / g , p g N/A +4 7 53 Less than 6 span P a a MFG. panel screw or all thread but with wing nuts. I 1/4 x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A v concrete / masonry, Z 1/2" min. edge distance; 12 o/c max. spacing. Can be headed N A / +45 -50) ( )/( 6' span or more panel MFG. screw or all thread but with wing nuts: R5 6 27 2021 Zip System Wall Sheathing Huber N/A Install per manufacturers recommended recommend drequirements.FL17147.1 N/A N A Sheathing James Hardie Install per manufacturers recommended requirements. FL13192.2 R6 12/31/2023 Lap Siding cemplank Building Products, N/A Inc FL1392.1 R7 1/1/2055 Joists (2 Story BCI ESR-1336 N/A Install per manufacturers_ recommended requirements. Only) CONTROL DATE 3.30.21 i 2194 HWY A1A, SUITE 3 INDIAN HARBOUR BEAC FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.co AA t 0003325 �s 9 y 9 t, 04 r•i;BDIV. da LOT: S�' LUCIE' COUN'Y MASTER ''PA 0DEU EXRRES SHING� E GARAGE SG: PAGE: _ a l L160 MPH ]EXP. C ARCHITECT: STATE OF FLORIDA f I; MAR 3 q 2021 K� a MlCHAEL C. ANDERSON AR NO 17305 03.20.21 DATE: SCALE:1/4"=1' 0" SHEET P` AI