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Home My WebLink AboutBuilding Plans0 (10) )�) I 0 8 RIVE NE, Ps _ M BAY., FL 32907 ��= (321) -7092 Fay '3 , � -7972 - STATE OF FLORIDA DESIGN CRITERIA:F ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR: -nryrrD��!lpjD7�1RBURDING CODE, RESMEnUL, LAY. f JlJl1 EDMON (2020) !i ABV. A/C ABOVE AIR CONDITIONING LUM: -AM LOCAL AND STATE CODES ADJ. ALT. ADJUSTABLE ALTERNATE M.C:. MFR. DR HORTON HOMES -OCCUPANCY —RESIDENTIAL, GROUP R I AMP. BD. AMPERAGE BOARD MIN: M.T. - CONSTRUCTION TYPE — VB cL CENTERLINE MTn. 1430 CULVER "DRIVE NE -MIN. INTERIOR FINISH — CLASS B CAB.. CABINET MTL. cLG. CEILING N.T.S. PALM BAY, FL 3290 -BASIC WIND SPEED — Vult=160 MPH CLI. CONC. CLEAR CONCRETE O.C. PL Vasd=124 MPH TEL: (321) 733-7092 -EXPOSURE - C CPT. C.T: CARPET CERAMIC. TILE P.B., PH. FAX: (321) 733-7972 -1—STORY RESIDENCE -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL D. DDOUBLE DRYER PLT: P AND STATE CODES D.G.:G. UTA. DUAL GLAZED DIAMETER PR. P.T. a: DIM. DIMENSION R. DISP.: DISPOSAL RAD. DP. DEEP R.A.G. ..,,.., Q.FT. CAW. S DR, DOER DOWNSPOUT REF: RM. STATE OF FLORIDA ,S', D.S. DTI_ DETAIL R.O. PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. LIVING 1828 SQ. FT. EA. EACH S.D. MICHAEL C. ANDERSON GARAGE �3m SQ. FT. E Q. EQ.EQUALunL ELEVATION S.H. _ sHT: ENTRY 16 SQ. FT- EXH. EXHAUST SHTHG. AR N o 17305 LANAI 88 SQ. FT- T.G.1 EXTERIOR Sim. . F cG./FX FIXED GLASS Sim. TOTAL 2362 SQ. FT. F.G. FIN. FUEL GAS FINISH SL. SL. GL. A.B. DESIGN GROUP, LLC FLR. FLOOR STD, 2194 HWY AlA, SUITE 301 A/C VOLUME 15120.9 CU- FT. FLUOR FLUORESCENT SWS INDIAN HARBOUR BEACH, FL 32937 FR. DR. PTG. FRENCH DOOR FOOTING TEMP. Tel: (321) 802-3591 GA. GAR.,DISP. GARBA GARBAGEGARBAGE DISPOSAL T T.O.C.O. G.F.I. ` GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. - GL.. GLASS TYP. GYP. BD.. GYPSUM BOARD U.N.O. H.B. HOSE BIB DRAWING / CONTRACT DOCUMENTR% H C _ HDR; HOLLOW CORE HEADER V.P. W. REVIEW BY BUILDER �`T. °R HTsuLnTIov w�. THE BUILDER ASSUMES ALL LIABILITY FOR INT. : INTERIOR WDW. W/H INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. IF ANY ASPECT OF THE CONSTRUCTION (AS ;1 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN--D OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE 1 JUDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR (FORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN F TFT's IN WRITTEN/DRAWN FORMS IN A TIMELY IA.NNER. AB DESIGN GROUP TAKES NO �,ASPONSIBILITY FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE 4' ''-`F'N GENERATED FOR UNCLEAR ASPECTS OF THE IjI�STRUCTION BASED ON THE DRAWING SET. 1 REVISIONS DATE DESCRIPTION LAVATORY 01126A8 CD'S ISSUED MEDICINE CABINET MANUFACTURER MINIMUM OIA5118 2011 FBC UPDATE __.._.._.__.___— METAL THRESHOLD 01A&A8 CD'S RE -ISSUED MOUNTED - ---- ---- METAL. 02/21A8 SIDING ELEVATIONS ADDED .CTO cntS' ON CENTER ` ON CENT 03/26A8 ---- -- CD'S RE -ISSUED PROPERTY LINE--"-- 04119AB - - - - FOOTING REVISION PER M. BOWES PUSH BUTTON PHONE. PLAIT 06/21A8 CD'S RE -ISSUED — PLYWOOD 02A9/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) PAIR PRESSURE TREATED 02/22/19 PLAN MAINTENANCE RISER RADIUS 03/28A9 REVISED'LINTEL SIZE AT FRONT ENTRY DOOR TURN AIR GRILL i 04/24A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB..' REFRIGERATOR 'i R 1ROOM ROUGH OPENING 04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELBJ SOLID CORE EXT DR 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/61JA (ORL) SMOKE, DETECTOR SINGLE HUNG 0w/11/19 ADDED LED LIGHTS is KITCHEN 4 BATH PER MARK 50WES SHEET SHEATHING 01ASA9 ADDED STONE OPTION ELEVATION C t D (TAMPA) HOWER SIMILAR 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF SLIDING 104 5/M ADDED OPT. 8'-0' CEILING HEIGHTS SLIDING GLASS STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS SHEAR WALL SECTION 04/01/20 REVISE ENKAVENT RADON PLAN. DIMENSIONS TEMPEREDIGLASS THICK04/OW20 K OPT. 8'-0' CLG. HGT; ADDED LED LIGHT IN FOYER TOP OF CURB 04/0%00 OPT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY TOP OP PLATE TOP Or SLAB TYPICAL, 05/06/20 ADDED ELEVATIONS 'L' t 'M' (ORL) UNLESS NOTED 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) OTHERWISE VAPOR PROOF 01/0V21 2020 FBC UPDATE WASHER..... WITH WOOD WINDOW WATER HEATER WROUGHT IRON Reviewed for Code Compliance Universal Engineering bu Sciences INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PIG A2D—ELEVATION " D ) PIG El —ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1 MECHANICAL P 2194 H WY A1A, SUITE 301 INDIAN FIb. RBOUR BEACH, FLOADA 32937 1' PH: 321-802-3591- www. a bdesigngroup.com AA #: 0003325 ' 13DIE-7. LOT CREEKSIDE PHASE 2 LOT ##23 LAN MODEL: PG D1-DETAILS 4EBB PG D2—DETAILS 1828-CALI PG WA1—WALL ASSEMBLY DETAILS ;ARAGE swixG: PG WA2—WALL ASSEMBLY DETAILS RIGHT PG WA3'—WALL ASSEMBLY DETAILS PAGE: PG WA4—NOT USED PG WA5—NOT USED �a COVER PG WA6—WALL ASSEMBLY DETAILS SHEET STRUCTURAL SHEET # DESCRIPTION 160 MPH EXP. C PG S1—FOUNDATION PLAN ARCHrTEcT „.w._ PG S 1.1 A -DETAILS STATE OF FLOP PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PIG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS MAR 19 2021 PG S2.2A—SAFE LOAD TABLE I: MICHAEL C. MDERSON PG S3-FRAMING PLAN ARI NO 17r305 PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PIG SNI—DETAILS .I� DATE: 03/17/21- SCALE: 1/4"=1'-0, SHEET CI ill GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE REST ENTI IAL (FBCR) 1.' REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE FBCR 7TH EDITION (2020)UNO. (UNDER 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE' BUILDING, LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBR S B FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS HALL BE ` DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TC WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TOT E ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUC ION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES ECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE C NTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. i 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO^aTRU�TURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITE TlENGINEER. 10. T VERIFY TH ELEVATION .CONTRACTORS O V I E VA ION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY E S G S SU E WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS It SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2. FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING AS PER SECTION R302.5.1: OPENINGS 0 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQ IPPdD WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/ INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS N T LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 'DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' IN RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING INTO THE GARAGE 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATT C AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE f SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.g WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH 1W, AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC, LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS; 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS Reviewed forCooF KICK -OUT DETAILS "L" FLASHING Gg Univers al E gneerinc HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS Sciences __ VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7: FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "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 PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 12/10/20 (RM) 23.94 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com kA a" 0003325 SLJSDIV & LOT t°I CREEKSIDE PHASE 2 LOT #23 PROJECT# 04321.200 023R1 MODEL: 4EBB f'1828-CALI" GARAGE SWING: y RIGH" PAGE: I GENERAL NOTES t' 1 MPH ARCHITECT. - STATE OF FLORIDA i�_. I~ MAR I t, 2021 MICHAEL C. ANDERSON M� ,R NO 17305 DATE: / / PE:GTT�". 0317 21 SCALE: 1 /4"=1, _ 0„ SHEET r G `I LOAD (MPH) I EFFECTS" CATAGORY DEPTH - NA 160 C NA NEGLIGABLE I NA IVERY FLAME SFWEAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R3022A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 11'_ml' _4 gl_811 1 <t e ii 0 c0 WINTER DESIGN TEMP ICE BARRIER UNDERTLAYMENT REQUIRED" FLOOD AZARDS ® AIR FREEZING INDEX' MEAN ANUAL TEMP Y 42 NA SEE SURVEY NA NA 28'-13 161_ EXTERIOR MASONRY WALL BRG. HEIGHTS 13. y it 11'-4' BRCS. (2) 3052-SH (2) 30 2-SH ® EGRESS 0 o o U LANAI LIVING W-61 C1.G ROOM I 101_0 0" 1, m J — — — — — BEDROOM #1 e'-e' CLC DINING ROOM - f xa N B 81 -8 CLCx � N Al � I — ZI 10 961_ - � m 4' S _ 4 4 6 �'-5 C. v V. I �r s I •Q - ---- ----- --- ---c. I >� BATH V. 1 j 6 8 -8 CLC% L b3 I W.LC. a - I c0 71 e' q e E: I - _-- — — — — I �� • I 36'x60' F� _ : I C. V. SHIM. PAN - ---� II � — — �I m e i X .� W/ ENGL IOPTI I I.' 31-0'1 n 2�_8" = 52 SINK IR-ISH Reviewed for Code �— ---" A r--.—_�. = w Compliance ><I KITCHEN I rT-n I I d) — — — n Universal Engineering O ?. ' ' MR 1 I A I I , I — - L.I Sciences 8 6'_BI CL� B ,� B'�9M GLG i �Q�i �i-4 AI A PAN. RANGE b36Al 5 -S' -6' CLG. — —� -- I 1 �p 11 I 3-sH � V Alzc �•� L o--y I BEDROOM #4 J iV >Nt 'u 4.0 -8"�, FLOOR PLAN 9 I I Ix B OTF� ti' ❑2 ® SCALE: I/4' = 1'-0' II� „AI NOTE: © — ` I IQ -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID BEDROOM #3 `,� �`8 1 I �e\/\ R A� DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. &-va.Cx `� I I 'Si L/�� \�� m - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. MT. & '�' �-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (32 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT _ WH• LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. �.� 22"x6Z' ATTIC I - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY L ACCESS DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. ® - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. i� = OND -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED LAV. 0 GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION B IQ > u AY I I m BOLLARD R VALUE OF R-13. c�p+� BATH#2 �'8 Q AS REQ. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED 91_gCLG I I PER BLDG. SPACE. CODE -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE GARAGE co PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR ry —� 6'-61 CLGL 20 CLOSEST ALLOWABLE SOFTWARE TOLERANCES. V. `" -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. FOYER U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE 8'-8' CLCx MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT BEDROOM #2 G SPECIFICATIONS '� ID sS 3068 W/ 36'X12' ^ 11L TRANS. l Q 5 1/2' NTRY ryv � N co 0 8'-8' CLG. C2 3052-SH I1-71 0'-2" 3'-10" -S' . 6'-0" 2'-8" 211-4" 141_011 4 _4 SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ- FT. 430 SQ. FT. Iro SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT, A/C VOLUME 15120.9 CU. FT. OPBNIC>18 90UAIE ZOPE 160 MPH WIND (ViM) REMAfiC3 AN) TYPE FOOTA( MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-3 CRITERIA 5 1 29.1/-313 5010 O.H.D. 56 I? 12'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = INTERNAL PRESSURE COEFFICENT f CAT.=II, EXP.=C, MEAN ROOF 160 (Vult) = f 0.18 BLDG. 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. COMROL DAT5 OVOV21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. 0 a a 1 1, ARCH DTL. B SCALE: 1/2 = 1'-0" 11-411 I` DBL. TOP PLATE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r NONE _S UIBIDIiY LOT, ' CREEKSIDE PHASE 2 LOT #23 ROJECT# Q4321.200/023R1 2ODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXI' 7 j . ARCHRECT: STATE OF FLORIDA e MAR 19 2021 m MICHAEL C A,,1Dk , OXON BAR DETAIL DATE: Uj/1°//;�1 A SCALE: I/2'=I'-0' SCALE:1/4"=V-0" SHEET 9'- SHINGLE ROOF FYPON 5KTIIX17 OR EQUIVALENT EQUAL EQ UAL L TO CONTROL JOINT O CONTROL JOINT ------ ( - - - — - BLDG. I CzT. V EQ EQ. FYPON LVI2X24 ' AOR EQUIVALENT ,^ EQ. EQ. 12 15 4 6 _ -• _ IIII IIII . • • • ,m � � � I®I ICI ICI I -I _ '� IIII IIII IIII IIII ICI ICI I�� m IIII _ ••••� v e � II IIII Il o - • •A I - A V-8" BRCS. I-IGT OPT. COACH L I534T i 8 9 I - A 0 OFF RIDGE VENT '-8" BRCS. {4GT. - -----_---- --- --- - 11 -0" 45 I I ❑❑ ❑❑ TYP. I1 0'-0" FIN. FLR. —, - - — - — - — - — - — - — - — - — - - — 12 6 REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 8'-8" BRCS.CsT. 8' 8" BRCS. HGT. _11 011I -0 11 0' 0 FIN. FLR. ------------ ------------ N - — - - — - — - — - -----------i3O'-0" FIN. FLR. T ELEVATION RIGH SCALE: 1/4 = P-0' TEXTURED FINISH OFF RIDCsE VENT OFF RIDGE VENT I 8 -S° BRCS. HCsT. 0'-0" FIN. F-R. _ o8'-S" BRCS. HCxT.-S" BRCS. HCxT. 1'-0" ■ v 1�" -------------------- --- ----- --- - ----�0'-0" FJN. FLR. LEFT ]ELEVATION SCALE: 114 = I'-0' TEXTURED FINISI 4 6 o5'-8" BRCS. 1-4CzT. 4B A3 II II -�. 0'-0" FIN. FLR. � I Reviewed for Con.; I I Compliance Universal Engineering Sciences DECO. DTL. A SCALE: 1/2 = I'-0" MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED - 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION _ AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL #OF VENTS REQUIRED = 3.41 TOTAL OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN, PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 -1 2194 H WY A1A, SUITE 301 INDIA'N HARBOUR BEACH, FLORIDA 32937 PH 321-802-3591 www.abdesigngroup.com AA =": 0003325 r. + z SUSDIV. 8a LOT- CREEKSIDE PHASE 2 LOT #23 w PROJECT* 04321.200 023R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "D" 4: rl �33I 160 MPH EXP. C77 , mm� ARCHrrECT: STATE OF FLONDA r; MAR 19 2021 MICHAEL C. ANDERSON AR NO V305 $' PRINT 03 17 21 DATE: SCALE: 1/4"=1'-O" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION .NOTES 125V OUTLET 20 AMP SMILE t 110V OUTLET :. =r 1/2OF WIRED r IIOV OUTLET ITCH TO SWITCH GFI IIOV OUTLET SWIPED WrvRND PAUL NTER1PfER (TAMPER RESISTANT TYPE) -: 220V OUTLET (4) WINE CONNECTION T �d axr.CUTWATER RPOOFGPZUNP —r-F GFI ET INTERRINTERRUPTERTERRPTER SWITCH ; .., SWITCH 3-WAY OPER w v SWITCH 4-WAY OPER � ,F fl F- WALL MOUNTED 0 LIGHT CEILING LIGHT ; I O LED CLG LIGHT , •I © VP LED VAPOR PROOF LIGHT C VP VAPOR PROOF LIGHT -, ORECESSED CAN VENT. FAN I�CFM PER SO. FT. VENT. FAN W/LIGHT I CFM PER Sa. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 45C' FLUDRES 2-5UL5 WRAP ® LIGHTT AROUND (RECESSED) FLUORESCENT WRAP ® LIGHT A AROUND '`tom 1 (SURFACE MNT_) k� 2' FLUORESCENT I J i - 4' FLUORESCENT 4' TRACK LIGHT 1 0 PANEL r� METER 0 S D- SMOKE DETECTOR W/ H,,ID SUP WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ S/GO ® CARBON MONOXIDEd SMOKE DETECTOR COMA WARDMIRE INTER CTED SHALL ISE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK U114 WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V UND. DISCONNECT ON TSHE 8 old EET TV TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO RIE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REWIRE TO BE SUPPORTED IN CEILING PAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION ¢• 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT Y OPT. SECURITY KEYPAD P.D. PUSH-BUTTON FOR CHIMES ,... USB PORT. • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 4 NEG 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CHIN INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 7TH 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 PI 1TIH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST 15E ENERGY EFFICIENT TYPE PER E&Q ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1ih EDITION R404.1 f q i ----------- -1 I_ iLL . C'I LANAI �I GEIL LIVING ROOM MTD. LIGHT TO 5E PRE -WIRED INSTALLED, CLG FAN PROVIDE �'�� PRE -WIRED' BDRM.#1 J-SOX FOR OPT. FAN �\ GPCLG FAN I L / r j PRE -WIRED DINING t;4 / / CLG FAN ROOM I S/CO-O -- - \ rs} SWITCH�N��--- CABINET I.I -4- GFI L rsi F`__L GFI W.I.C. \ \, OPTr', /SINK I I � `- -- ` OUTLET_ - - KITCHEN L R DW LAUN.II - I' oll - - - _ ��. F Cs1= 0- I I PAN. _ � \ 1 IIL ID I --- -- �^ RANGE 1 Ir M GFI CsFIBDRM j- LU i I I HOOD WIRE W/ I \1\ OUTLET FOR U FUTURE MICRO r AO . I. ; � PRE -WIRED `1 CLG FAN BDRM. 3 - v a/ I RAI PRE-WIis�D IL WP Panel MAIN - A PANEL: 8116 wp cft. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 341 Cu THWN & 1-#6Cu (G) in 1 1/2" C. OR 3- #2/O AL THWN & 1-#6Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 ` 20 Irrigation Pump 1000 3 4 .6 _. - _ - 6304 ; space 5 A/C C. U -1 35 2 #8 Space ? 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-91 Cu THWN & 1-#6 Cu (G) In 1 112"C. OR 3- M210 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole .Bkr Description Watts Circuit Circuit Watts Descriptions Bkr Pale Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12 1 20 Microwave I Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1500 7 8 #12 1 20 Dining Roan Lights and Receptacles AFCI _ 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15. Foyer/Hall Bed. #2 & #3/ Bath #2 Lights AFCI 900 13. 14 5000 Dryer GFI 30 2 #10 #14 1. 15 Living Room Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI. 20 1 #12 #14 1 15 SD & GOAFCI 900 19 20. 1000 Garage Door Opener GFI 20 1 #12 #12 1 20. .Laundry /Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 900 Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Imgation controls only 20 1 #12 Space 1 31 32 Space SpacenaCe 33 34 Space - S 3fi 3R Cnaro CLG FAN I - -- C,FI GFI C I S I GARAGE H 44'AFF. 44'AFF. W R DOOR \ I _ 4:� I , F L D, C— - I \ L WALL MOUNTED Z BOLLARD �I ,may � l j LIGHT W/SWITCH IN AS REQ. ATTIC PER 5L . -- III BATH #2 I �\ SAGO I A� / / GFI / CLG. / 7 KEYLESS OUTLET METER BDRM �#2 � FIXTURE 0- VERIFIELFY UI /OYER IRRIGATION LOG. OUTLET_ 8 y, / 48' APP. F. _- ENTRY GARAGEI n PRE -WIRED CLG PAN B. FOR CHIMES 1.1 -- — — — — ------ OPT. — — COACH {{ LIGHT f LECTRICAL PLAN SCALE: 1/4" = I'-®' #8 I 2 1 35 A/C AHU-1 (Heater5 KVA at 65% Load subject to demand factor calculal Demand Factor Calculatic Total load subject to demand factor First 10000 watts at. 100% Remaining watts at 40% Total AIC load Total Connected Load Watts Total Amps (watts ( 240 volts) 5525 Oe 4u Space 41 42 Space s / line 1 16000 1 27600 1 Load subject to demand factor calculations! line 43600 ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER 10000 NC: NON -COINCIDENT LOAD 13440 GFI: GROUND FAULT INTERRUPTER 10829 34269 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD 142.8 General Lighting & Receptacle Load Total AIC Square Feet � 1828 General Us & Rec 3 UV I Sq. Ft: 5484 Reviewed for Code Hi -Hats 1 at 65W1Li ht at 100% 65 Compliance Universal Engineering Total General Lights & Rec (Watts) 5549 Sciences Ckts# watts/ckt Total watts General Us & Rec Panel A 1 91 6171 5549 II �` CREEKSIDE i> PHASE 2 LOT #23 PROJECT 04321 200 023R1 I L MODEL: 4EBB n rr a L I i 1828-CALI GAEtAG' S LED LIGHTING RIGHT \--- SINGLE LAV. WAGE: LED LIGHTING 5AT"02 ELECTRICAL C� DOUBLE LAV. PLAN BATH 41 PROVIDE 31 160 MPH EXP. C ,1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF FB THE CR 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REWIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) N 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. /0 GU, THUN + N(s CU IN 2' CONDUIT OR 3 �4/0 AL, 7HU�N + 1Yo CUM 2'. CONDUIT OR 2/0 AL. S.E.R. t0 TERMINATE ABOVE SOFFIT � OVER-IANG� COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A2P MOB TELEPHONE SERVICE ENTRANCE EO111iFMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIP MT 1 44 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5/8" bIA X B FT LONG COPPER CLAD GROUND ROD ® ARCHITECT: STATE OF FLORIDA MAR 19 2021 MIC�I � �I �=L r ay nEC'Pmd}y�� AR EFA11JrE: -031721 IV / / SCALE: 1/4"=1' -0 SHEET EI 3 H WY A1A, SUITE 301 IAN HARBOUR BEACH, FLORIDA 32937 UBD �A.. 8e LOT: CREEKSIDE PHASE 2 LOT #23 PROJECT# 04321.200 023R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT j PAGE: PLUMBING PLAN t;. Q,292 4PH EXP. C 9 LANAI LIVING ROOM 12X12 12XI2 I I OWNER'S J SUITE R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING: UNDER ATTIC R-30 SUSDIV. & :!UnT: Ira CREEKSIDE PHASE 2 LOT #23 PROJECT 04321.200 023R1 MODEL 4EBB "1828-CALI" GARACIE SVOMG: RIGHT PAGE: MECHANICAL PLAN L160 MPH E)M C DAATT rE:: 03 1! 21 SCALE: 1/4"=1'-0" SHEET 2X4 TOP PLATE 3 5/8 OR 5 3/8 PER FLR 1/2" DRYWALL TOP CHANNEL (25 PLAN GA,) :AFPRE-FAB TRUSS 3 5/8' OR 5 3/5' 1/2' DRYWALL Ire' THICK, s COAT CORWER BEAD 1/2' CLCs. BOARD METAL STUDS 24' O.G. 20 GA METAL TO BE P�iasT Ra AEL'EC e' CMU SEE FOR INSTALLED IN WALLSJE ' OR DIRECTLY TO RY PSINFOURAL REINFORPEMENT 2Xfi P.T. 1110 RECEIVING UPPER/8' ATTACHED FILL NOTE- STUDS IN LOWER CABINETSTOM 5" DIA. SLEEVE, PER PEEL R PARTITIONS SUPPORTING AND TUB/SHOWER 25A) NNEL DO NOT CUT PRMUCT APPROVAL REa 1/2' DRYWALL WALL HUNG PLUMBING GA. METAL TO BESECURED REBAR CAULK AND SEAL ear ROD FIXTURES AND WALL INSTALLED IN ALL OTHER WALLS. STUD ONG PIPE \ HEATHER STRIP CABINETS SHALL BE NOT TO BE SPACED 16'R W/ DO NOT CUT `6Ag LINE pox MOULDING ALL ARounlo cDY LESS THAN 2x4, WHERE o.e. At 2ND FLooRPAF a BOND BEAM �' rrc aLEe a �." LME GALv STEEL _— DOOR MANUFJSPACED NOT MORE WALLS ADJACENT TOR wo( SOL iD GROUT THE BOND s' �" TRACK 51111 E,92X4 SECURE 5T. WOOD STUDS e24' ° THAN 16 O.G. oR, NOT STAIR WELLS ANpWOODW/ R W/ CI)- *5 BEAM W' GYP. W-• 5D. I� utxm eneE FASTENED TO WOOD JAMB PER PLATE TO SLAB o.0 LESS THAN 2x6, WHERE BATHROOM WALLS WEW C2) COURSE KEBABS ANAL REa VERTICSAL ERACK OVERHEAD DOOR W/ I®d MASONRY NAIL + 3a' oG. SPACED NOT MORE TILE FINISH -- -- DY FASTENED FASTENED TO r MIN SLIDE SY OTHERS MAX THAN 24" O.G. wooD BASEBOARD DRACKET9 ROdN uu PRODUCT UJ/ PR APPROVAL REQ i—GONG. SLAG TYP. INT. WALL (NON-BRG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1-STORY -FINISH FLOOR TYP. INT. WALL METAL STUDS �� (NON-BRG.) D1) SCALE: i/2"=1'-0' 5/S' GYPSUM Be OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION �—R-4.1 INSULATION / N WINDOW ATTACHMENT --J �— AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T- FURRING STRIPS a 24' D.G. 8' CMU 1/2' THICK, 2 COAT PORTLAND-1--- CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY /— WOOD BASE 1_m TYP. 0.1-. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 2A'�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-ID" FIN. FLR - � 0'-0' FIN._ FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH FBCR 2020 -ITH EDITION, SECTION R301.1.3 AND 1609.5.1. _ W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=I'-0' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION iS *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL- DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLRrL 8' CMU — 91 2B GAS LINE THRU BLOCK 2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- I PERSTIFSTRUCTURAL TU ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS PER ELEVATION TONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 1 5/8' GYPSUM BOARD OR in, / HIGH STSi =NGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. BID. �— WOOD BASE 3 GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT K 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 Reviewed for Code 1P Compliance Universal Engineering Sciences CMU Lh OL 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -t-16 IN ACCORDANCE WITH FBCR 2020 -ITH EDITION, SECTION R301.13 AND 11'009.5.1. (-AW/ WINDOW OPENING n TYP. WALL SECTION J NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE iI OR ASTM D4869 TYPE IiI OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall Cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #23 PROJECT# 04321.200 023R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS (160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 17 21 SCALE: 1/4"=1'-0" SHEET 1 TOP: 2X6 P.T. 0 CENTER OF DOOR HEADER SECURED W/ (I) 1/2' X e' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X S' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT - .7- O SECURE 2X4 ONJ FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. J1 1° NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHER SUCH INSTRUCTIONS ARE MORE STRINGENT 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 IW O.C. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT D SC Le: V!'•I'-o' 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" WINDOW TO BLOCK +3 4"' OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' 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 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING_ 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. LA8' CMU 1/2' DRYWALL FO.T. P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1 2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 w O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 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') CMUWITHIN EACH END 4 18'O.C.O.C.AX SPACING. ❑ 1/ 1!2' DRYWALL 2X8: CEM I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS l/I6' O.SB. X 4' MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 113' O.C. MAX DOOR JAMB OR WINDOW SPACING. —' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/49 DOOR JAMB TO BLOCK +1 15/16" /1WINDOW TO BLOCK +1 15/16" 2X4: IZI 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 IS' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C_ MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8 CMU ❑ 1/2' DRYWALL '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 +2 1/4" D 1PINDOW TO BLOCK +2 1/4" 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" iR1WiNnOW TO RT.00K +3" 2X4: CID SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CIM SECURE TO BLOCK W/(2) 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' Gt 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. IA 8' CMU 1/2' DRYWALL ❑ I'X4' P-T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO 8' OZ. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAWUrAGTIIi?r-A n;=TAII A NUM: *HIM AS NCCUtU IU P-LUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F WINDOW TO BLOCK +3" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO 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.C. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER -1/16' OSB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE _145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK I NI 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER P P_T_ X 4' MIN. �4 DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +3 3/4" Reviewed for Code Compliance Universal Engineering Sciences • DOOR J FRAMING CMU P DRYWALL IX FURRING RIP 2X10 TO S-1/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS CB 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 #23 PROJECT# 04321.200 023R1 MODEL: 4EBB "1828-CALI" GARAGE S VfMG: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2921 MICHAEL C. ANDERSON AR NO 17305 PRINT 0 DATE: 3172 1 SCALE: 1/4"— f — O" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. 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 • T' O.C. MAX VERTICALLY I i' THICK, 3 COAT CEMENT PLASTER WI LAYER 02, FORTIRBER / BUILDING PAPER j APPROVED METAL LATH FASTENED •i' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR'I/I6' ZIP SHEATHING SYSTEM (IINSTALLED PER MANUF.87 Co.) �. TO ,. LATH SHALL NOT sAP MIN. BE CONTINUOUS 6' TO a' MIN. 6' TO e' MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE:\ FASTENERS FOR LATH TO BE NAILS OR\ -� / STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM G1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 W w HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHING TAPE / I' MIr1 LAP c METAL LATH \ z X X METAL LATH WRB LAYER 81, \ STUCCO WRAP 6" MIN PAPER LAP BELOW ONLY / WRB LAYER •2, FORTIFIBER BUILDING PAPER JI \ 2 APER LAP SCALE: 1 1/2' = I'-0' I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD: NOTE, SHEATHING - m SIDE LAPS OF METAL OR I/I _ (INSTALLED PER MANII.SYSTEM PLASTER BASES SHALL BE SECURED TO BUILDING- 1 FRAMING MEMBERS. PAPER O"M" TYPE CONTROL JOINT THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-X (121-MM) STUCCO O1. FOLD Il • Pr. A OI. FOLD INWAR7 • PT. A 7. CREAN • PT. B FO. L OI. FOLD INWARD • ® 1. FOLD INWARD • PT. A PT. A z. cII • Pr. B 7. CREASE ■ PT. D 3. GREASE • Pr. G 3. CREASE • PT. C 4. FOLD FT. C OVER It. B TILL PT. C TOUCHES BOTTOM FLANGE ® ®FOLD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHINGLE ROOFINCaJ DRIP EDGE. OVERLAP 3', EXTENIP 1/1' BELOW SHEATHING, MECHANICALLY FASTEN 4' Or— MAX. let BOTTOM �- FLANGE WATER TWxI4T SEAL. FOLD, NQ1 CUT. j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) UJRB LAYER 02, FORTIFIBER BUILDING PAPER(FRAMe ONLY) WI LAYER 01, STUCCO WRAP (FRAI'E ONLY) ///:!OVr%R AP LAYERS OF BUILDING LLR.4P NAILING FLANGE, STOP QB g��S,1 i ABOVE HINGLES IFRN'7E ONLY) FRME OR CMU EXTERIOR wrs�iui I nr�ecn L 945 WALL FLASHING c ao W n KICK -OUT FLASHING (SEE 9 DETAIL) FASCIA WRAP NOM INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF A WALL INTERSECTIONS 4� KICKOUT DETAIL WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. NOTE: i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER n, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) 6' MIN. LAP AP - LATH Al' • PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK ROOF CEMENT Vill ZIP SHEATHING SYSTEM (INSTALLED PER � . B 994 Ro OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 E TAPE OVER ROOF/WALL SCREED 5'X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT — ROOF PER ELEVATIONS L„ FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' LESS PIPE OR CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6. WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING LLRB LAYER R, -__ --__ --.-STUCCO WRAP WRB LAYER 4, F-ORTIF15ER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP - FLASHING TO EXTEND ONTO PIPE �%a CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NETRATION Reviewed for Code Compliance Universal Engineering Sciences PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL C=RAt*�E ) DRAINAGE PLANE (WR53 LATER #1/ STUCCO UJFP WRB LANrER #2 (FORTIF15ER — — — — — — 5UILDING PAPER) 1"lET)4L LATH X X X— STUCCO WOOD OR /1(aII ZIP WALL 514E/4TH INS 5ELF-ADHE51VE PLA%514ING NOTE: 1 ITAL L/4T�4: LAT�4 TO BE PER SECTION R- 03.7.1 / A57-I C-847-14a/ 1„IIN. 2.5 LBS, PER SO. "'rARD ( UT I L I T�' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) X 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a b d es i g ngro u p. com AA #: 0003325 SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #23 PROJECT* 04321.200 023R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA LMAR 19 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 03 17 21 DATE: / / SCALE: 1/4"=1'-0" +)1aI1IL4A# NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP A M INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1 BOTTOM 2 SIDES 3 TOP VENT 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 a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing I, IX IX' shall comply with ASTM C 1063-19a, � or ASTM 1787. Ali � y X HOODED VENT X THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIF15ER BUILDING PAPER WOOD SHEATHING VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -= WOOD OR I/16 ZIP WALL .I SHEATHING SELF-ADHESIVE FLASHING - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5CQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) 6B DRYER BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEG. METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP d SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (5ET IN CONT. SEALANT) SEALANT m TOP E SIDES IIm m / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AKt,4 I V tit=c,>=lvt= STUGCO SCRATCH GOAT 4 1 COAT OF PAINT W/5ACK— ROLL PRIOR TO ELEC, METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO 5GRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEG. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC I5OGYANOTE—POLY5LEND FOAM "t �t1 It=>=° '�R SIMILAR) APPLY A 51LICON 5A5E SEALANT AT POINT THAT ELEG. I.UIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 GtR METER GA?`: AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR8 LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH NO MEME ENTERS APPLY TO APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS .1 WOOD SHEATHING * WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/0' TEXTURED CONSTRUCTION f —FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a 11' O.G. MAX 8' CMU Ye' TO MID -WALL WEEP SCREED �J 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES I WRB LAYER 01, STUCCO WRAP GUT 'X' INTO x / P SELF-ADHERING A MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 ST M 1 ST F *12 Reviewed for Code Compliance Universal Engineering _. Sciences APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ST F 1*3 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E fi *'4- ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *� 57EF #6 OELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J STJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #23 PROJECT# 04321.200 023R1 MODEL: 4EBB "1828-CALI" GARAGE STOMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE- �_ SCALI�: 1/4" 1 `-0" SPIEE l WA2 L DRAINAGE fi LANE (UR5 LAVER *I, STUCCO LRAF) LJRB LAVER 02 (1=0R711=I5ER - - - - 5UILDINC fi APER) METAL LATH x x x x STUGGO LJOOD OR 1/16" ZIP LJALL 5HEA7HING 'J 1 /7 " CORNER BEAD CORNER BEAD (FASTENER 8 SPACING 6 -1" O.G.) GMu 1/2" TNICK, 2 GOAT CEMENT PLASTER APPLIED DIREGTLY TO MASONRY 0i) BLOCK Reviewed fo, Code Compl!ance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesiOngrouP.com 0 W �xfl PAGE: WALL ASSEMBLY DETAILS 1 Gn arnu VVD r AR NO 17305 PRINT DATE: 03 17 21 SCALE: 1/4"=f-0" SHEET F, I II I II 11 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH -a WOOD 1/2" TEXTURED FINISH -a CMU METAL FASCIA WRAP Ya' FROM STUCCO, 1" FRO WOOD WALL EXTERIOR WALL (FRAME OR CMU NOTE: NOTCH FOR 2X6 SUB BAND ONLY PI PVAT�n\l 7/8' TEXTURED ###III��„fffIIIIIIII�I��III�FINISH ® WOOD, 1/2' TEXTURED FINISH a CMU II I�—METAL LATH M 11 I1 II II I 1 I 1 ! 1 / 1 � 1\ 11 1 11 1 1 ) 11 1 11 METAL FASCIA WRAP F 2X6 SUB BAND ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) �--`-� DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) — 1-1/5" TEXTURED FINISH I WOOD, 1/2" TEXTURED FINISH 10 CMU 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL WOOD SHEATHINGS OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDINGS PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MA PROCEDURES PRE-ENG'D TRUSS TO BE GUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -O' SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH 'a END METAL FASCIA WRAP —DRIP EDGE `--EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL CC) WALL SUB BAND DETAIL C) WALL W KIC K- O UT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/LYflx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK +ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND LUIV211x4" NOTCH END, WRAPPED IN PEEL 8 STIGK ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 STJBDIP. 8e LOT: CREEKSIDE PHASE 2 LOT 23 PROJECT# 04321.200 023R1 O3 4'EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 `i AN ` 03 17 21 DATE: / / i SCALE: 1/4"-1'-0" 1 SHEET WAS b> . L c a a I <t N so 39'-8„ 4„ 91_81. ,-6" A_ of � F1 I— — — FM-12X12 1 m X 1.1 X IN I N 4" ONC. C CD - r x N IT r w � w SLAB w LL Ow WJ a-*3 1/2"�F 24X2 10'-01, 10 O L� i.1 FM-12X18 EXTEND 1 �I 11 SLAB 1 1/2" of I I n 01011 I TOP OF - SLAB N r\ M �I oI I 00 Ix N 'l I F_-I 19'-0" uI 1 1.1 I I 0 I� 15'-8" Q ,1%4" PVC CHASE J TE_1 N 4" CONC, C' I n I SLAB 5 1/2" � -I 4'2'-8" 1 10:� 0 rIw N I w O 0 1 EXTEND --- �� 1.1 SLAB 11/2" 14" CONC. r �� O FM 12X18 v ro SLAB a W, N — N *3 1/2' a� 5112" 1/21' w I 3 5, ---- 0 2 *7 1/2" 1 6P 1.1 L FM-12X18 — — — — — 1.1 — J FM- FMC-12X18 — — FM-12X18 — — — — C E I 4 10'-2„ 3'-10" o 14'4" 2'4" 1.1 16'-0„ 4'- 1 0" 21'-4" T-8 [!SOLJAB 3-0F' 1.1 I �ICM �I w I �.2. FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2 TOP OF FINISHED SLAB SHALL BE+-04" 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4 REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8 SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.111NDICATES #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION co C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" o MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. M 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER a OF SLAB SUPPORTED OP 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - (2) #5's _ (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0'-0" FM-12x18 12" CONTINUOUS 18" - (2) #5's _ (+)0'_0" FM-16x18 16" CONTINUOUS 181, - (2) #5's - (+)0"-0" FMC-12x18 12" CONTINUOUS 18" - (2) #5's - VARIES F-24x24 2411 1 24" 1 12" s s _ (_)0"-4" SECURE ABC SIMPS❑N WB STRAP TOCONIC. UNIT ROLL STRAP OR 3/16 2' EQUAL C EACH FMC-1:2;44 (2)-3/16' NS TAP—C❑NS CORNER OF — — UNIT 1. 4 C❑NC, F --Z L SECURE STRAP TO 1,1 SLAB 1UNITSW M(2) #Bxl TL 2'-8" SCREWS A/C CONNECTION TO PAD DETAIL FOUNDATION PLAN SCALE: 1/4" = V-0" Reviewed for Code Compliance Universal Engineering Sciences 194 HWY A1A, SUITE 30 NDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www. a b d es i gngrou p. co rr AA #: 0003325 CREEKSIDE PHASE 2 LOT #23 k PROJECT# 04321.200 023R1 MODEL.• 4EBB "1828-CALI" GARAQE S WIlJG: RIGHT PAGE: FOUNDATION PLAN u�l ( 160 MPH EXF' - ARCHITECT ' STATE OF FLONDA MAR 19 2021 {{SS.�� // pp [59 AR N 1 1 4 R`Yz'� f •! DATE: 03/17 /21 SCALE: 1/4"=1' — O" 8IiEET S 1 z g STEEL REINFORCING IN GROUTED CELL SEE PLAN �OR SIZE AND } SPACING REQUIREMENTS 1 � � I m � v a Cr (n io z 8" CMU WALL o � ar _ a SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-S ORY) W/ 1/2" ISOLATION 6" CHAMFER (2-S ORY) JOINT (WHERE APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18„ #4 24" #5 30" #6 36" #7 42" /"�,�EXTERIOR MONO -TOOTING I SCALE:3/4"=V-0" LLARD LAP\2x6WOOEARING TE A MIN OF 48" AND16dCOMMON NAILS, 4" O/C BTM: LAP R OVER STUD 2x4 OO EARING —WALNo 2 UDS SEEPLANPACING. INGLEBTM.O BE PT.PRO. TOP PLAT 0 2" CA�PED GALV NIZED PIPE W/FLANGE @ BASE SECU E FLANGE TO SLAB /(4) 1/4" X 2 1/4" TAPCONS SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIP RE B . PLATE TO LA d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE 4B ?10R SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INNDATION OD WALL SCALE: 3`4"0'-0"!X-�) (NO LIFT) _Z file STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS LI IrLu ir U ¢ O 8" CMU WALL o c) - Z — TOP G G x a" SEE SLAB SCHEDULE TOP OF I EXT. PORCH SLAB 4" CHAMFER (I -STORY) W/ 112" ISOLATION a 6" CHAMFER (2 STORY) JOINT (WHERE +i SEE SCHEDULE APPLICABLE) Z FOR WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO —FOOTING @ GARAGE SCALE:3/4"=V-0" w U.II J 0 j CL (n I NEW REINF. BAR O CL SECURED W/2-PART CL EPDXY. MIN. EMBED I �IQ 8%UNO- <I in FOLLOW ALL MANF. ' M SPECIFICATIONS FOR = ` m USE AND I C7 wa^C v PREPARATION OF HOLE. C) Cl) \-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 CL cow ,ItcoJ O . 8" CMU W!� r�i Z. EE SLAB SCHEDULE Z §1Rczr-XKr: ISOLATED" COLUMN PAD 00 ENTERED UNDER WALL AND OURED MONOLITHICALLY WITH OUNDATION AND SLAB ULEA SIZEUAN TYERIO MONO— OL. P 30" MIN. EACH WAY FOOTING FT n �Ff _ IF CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS IMATCH AMOUNT OF CONTINUOUS BARS LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=V-0" AP TOP PLATE A IN. OF 48" A NAIL W/ 1 COMMON NAIL 2-ROWS, 4" O/C BTM. ` VERIFY HEIGHT LAP T CCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEEP S FOR SPACING. SINGLE BT PLATE E�R� , PLATE TO SLAB W/ TO BE PT. PROVIDE DBL. OP 1/ "x DOE ANCHOR W/ 2" PLATE R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w x 3" ir SEE SLAB SCHEDULE OF SLAB y, + • EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE:3/4"=V-0" (W/ UPLIFT) POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.G. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE �DOOR OPENING SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON FOR N RY SET EV: NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD _ OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM: PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO to UPLIFT IS PRESENT. w_ c SEE SLAB SCHEDULE Cr IF SLAB 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 03 Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sv�Dlr L CREEKSIDE PHASE 2 I LOT #23 PROJECT* 04321.200 023R1 MODEL mtW 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: k ) DETAILS 1,1 i; �I 160 MPH EXP. CAI, ARCHITECT STATE OFF FLORIDA MAR 19 2021 MICHAEL C. AIT* i>,AU>* A. W0 . eb. PRY,TE: E: �/� 03 17 21 DA SCALE: 1/4"=1r-0" SHEET] I-, Sto1A 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: CREEKSIDE PHASE 2 LOT #23 Reviewed for Code PROJECT* f' Com Engine 04321.200 023R1 Universal Engine Sciences MODEL: 4EBB "1828-CALI" c ,' .ARAGE SWING: RIGHT �PIAGE: a DOWEL PLAN �Q MPH EXP. C ARCH=: STATE OF FLORIDA —i MAR 192021 �1 R> MICHAEL C. ANDERSON AR NO 17305 ` PRINT DATE: 03/17 /21' 1 SCAT :1/4"=7°-0" SHEE T � F J 1 . 2 ; �v k TIE VERTICAL REBIAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. a ° N al GJ ° a i J o I Q CLEAN OUT REQUIRED FOR INSPECTION mI co Ip Ilk o II 0'-0" FIN. FLR. TIE VERTICAL REBAR ° TO HORIZONTAL ° a REBAR W/ 10" HOOK Lu (' OU HORIZONTALNERTICAL 1 REINFORCING SCALE: 3/4"=1'-0 4 4 4 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 } SPACING REQUIREMENTS 00 m W Z 8° CMU WALL O + 0 0 + 0'0„ 0 TOP OF LAB a TOP OF SLAB r ° ° SEE SLAB SCHEDULE Z w 7 BAR SIZE 8 BAR DIA. > ° EXT. POROHSLAB 4" CHAMFER (1-STORY) #3 1 C` OU ° W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE #4 24" ° APPLICABLE) Z MATCH STEEL #5 30" #6 3 6" PVC CHASE THRU FOOTING REINFORCEMENT 6" PVC CH ASE _ PER SCHEDULE THRU FOOTING N #7 4 " MATCH STEEL SREINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 S ALE: 3/4"=1 -0 #5 BARS 10 �10 I m f- CMU UNIT DIMENSIONS ARE NOMINAL SIZES OMASONRY SYMBOLS 3 SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 A sUBDIV eo LOB o"' CREEKSIDE PHASE 2 LOT #23 PROJECTI 04321.200 023R1 wDL: 4EBB "1828-CALI" ' 'TARAGE SWING: �RIG-HT PAGE: j DETAILS L160 MPH EXP. C ARCHr ECT: STATE OF FLORIDA MAR 1 2021 L AEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE: �_ SCALE: 1 /4"=1' — 0" 6 SHEET S1. 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE iI CONCRETE TO WOOD ROOF SIMPSON HETA16 W/ (9) 9Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POW ER 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. 4 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = ABBREVIATIONS E.E. - EACH END, TOO O/C= OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A_ = TOP OF ARCH / T.O.S = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT OP OF SLAB MARK DESCRIPTION f'cREINFORCEMENT s (psi) SIZE W'xF1' STIRRUPS EMARKS BTM. TOP MID SIZE SPACING gR MASONRY 3000 8x8 — (1) #5 — N/A — GROUTER SOLID m e ♦ 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B 2 1 _ 1 1 ♦ 1 ♦ ' 1 Io ♦♦ �� ♦ 1 o 1� ♦ ♦ 1 1� 1 ♦ GT I 1 8F24-1T/0M/OB 1 1 _ � � 1 1 ♦ � 1 1 ,♦ � 1 1 � 1 `♦ ♦ � 1 1 ♦ � 1 1 1 ♦♦ I 1 1 Y 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 i 1 � 1 1 1 I 1 � I 1 1 I 1 1 1 1 1 1 1 1 1 � 1 1 of l 0 1 C> 1 �1 l0 2 rl ICI � �� 1� 1 1 1 1 1 1 � 1 1 1 UNO, PROVIDE B81 WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO. 1 1 1 � 1 1 I 1 1 1 1 1 1 1 1 i 1 1 � 1 1 L f I 1 r 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I 1 1 (1 8RF6- 1 1 1T/OM/OB 1 1 5,-4„ 1 1 0 F_ Reviewed for Code Compliance Universal Engineenn Sciences 2194 HWY'A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 ' PH: 321-802-3591 ? www.abdesigngroup.com p AA #: 6003325 rF o Ci r . ' SUBDIV. & LOT: CREEKSIDE ry PHASE 2 LOT #23 MODET : 4EBB "1828—CALI" �a 1ARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 0 MPH EXP. C NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 #. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (L2) HEIGH4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 #;; \ \� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM T #5 CORNER BAR W, 30" LAP FOR EACH 0� / / REEIURSE OF BOND INFORCIING ORBEAM IS THE BOTTMITTED TOM ONDND A BEAMI ISEL I S PLACED- THE STEEL TO CONTINUOUS THROUGH THE 1#5 COURSE OF BOND BEAM TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK 8x16 DEL. BOND -- -- TOP OF P BEAM W' (1) #5 BAR BOND BEAM - - • EACH COURSE \\\G 8x8 BOND BEAM TOP OF ---' • Q�� W/ (1) #5 BAR BONA BEAM F F = FILLED W,/ GROUT • 30° TYPICAL �\X� U = UNFILLED GROUT SOLID FROM ,6TOP _ s1\� NOMINAL NI # OF #5'S. IN 2ND BOND LINTEL TO TOP OF BOND ""OF OPENG WIDTH BEAM COURSE BEAM. IF FILLED LINTEL. #5 BAR IN BOND BEAM " SEE NOTE 5 — - 5�\�� 16-1 T/1 M/0B 8x8 PRE -CAST CONCRETE NOMINAL �� LINTEL W/ (1) #5 BAR (L2) P� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 6 OPENING - 2" CORNER IT OR HIS THIS ATX XXNGT/IMDBINDICATESADOUBLEBONDBEAMINEERS INTENT DBEAMCOURSE #OF#5'S,BOTTOM 8 SPRE-CAST CONCRETE 2 BEAM DESIGNATION 1 REINFORCING OF BOND BEAM AND XFXX-1T;OM/06INDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W'OSTEEL (L1)REFER SCALE: 3/4"=V-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T, 1 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE 30!0 BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) --- 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE-145 MIN HEAD WINDOW SIZE . MIN EMBEDMENT 1 1/4") 8" FIR EACH END AND ib �_ 18" O.C. MAX. 1-1,4" EMBEDMENT I 31/4" 2x6 (MIN 2 X 3) 2-3/16 TAP PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL f MIN EMBEDMENT 1 1/4") 8" —SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1,4" EMBEDMENT - - 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HE SIZE .300 MIN EMBEDMEN 2X4 SOLID BLOCKING 1r4") 8" FROM EACH END A SECURE TO SHEATHING Wi 18" O.C. MAX. MIN 144" MIN. 2-12d PER BILK. EA. END EMBEDMENT 7;16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering Sciences SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO - STEEL REINF. OF FILLED CELL BOND. BEAM 10 PROVIDE #5 BAR STEEL REINF. OF7 T EACH SIDE BOND. BEAM O LEVATION CHA E CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"= 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. & LOT: CREEKSIDE PHASE 2 .y LOT #23 PROJECT# 04321.200 023R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MBAR 19 221 MICHAEL C. ANDERSON AR '4017305 . DATE 03/17/21 SCALE: 1/4"=1'-0" SHEET S2. 1 A I II 1 n "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS IT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD TYPE LENGTH 8U8 8/8-OB /16-1T/0B /20-1T/OB 124-1T/0B /28-1T/0B /32-1T/06 TYPE LENGTH 8/8 PLAIN 8/8 SOLID 8/8-1B 8/16-1T/16 /20-1T/18 /24-1T/18 /28-1T/1B /32-1T/1B 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 1 2400 3033 3666 4300 4'-6" PRECAST 398 591 1625 5743 7547 6752 6541 7565 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5'-4" PRECAST 411 411 1319 4460 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1631 2090 1 2549 3009 3470 5'-10" PRECAST 340 339 1161 3693 5877 6036 6548 5776 6-6" PRECAST 692 1139 3227 3031 3707 4383 5061 U-6" PRECAST 410 303 721 1139 3227 4598 7054 10000 8825 T-6" PRECAST 570 938 2498 2205 2698 3191 1 3685 71-6" PRECAST 534 938 2498 3408 4864 7067 6472 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9„ PRECAST 192 384 639 1674 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 550 1407 1897 2781 3222 3784 11'-4" PRECAST 330 544 1312 1 1742 2252 2868 1 3630 11'-4" PRECAST 132 417 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 414 1045 1365 1732 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 ass 1 1 1NR 2NR 2NR 151-4" PRESTRESSED N.R. NR NR NR NR NR NR 1514" PRESTRESSED N.R. 252 412 1014 1340 1703 2118 2513 1IT-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 300 856 1121 1413 1739 2047 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1914" PRESTRESSED N.R. 148 235 736 959 1200 1467 1716 21'-4" PRESTRESSED N.R. NR NR NR NR NR R NR NR R NR 21'-4" PRESTRESSED N.R. 125 s 1NR 11 1NR 22r-011 PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR NR NR 24'-0" PR, -STRESSED N.R. 91 s5a sea 1NR 11 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8124-1T 8/28-1T 8132-1T 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8128-2T 8/32-2T 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 909 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 6'-6" PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 7'-6" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 9'4" PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 11'-4" PRECAST 430 406 530 653 777 872 466 1042 1372 1643 1470 1710 12'-0" PRECAST 383 366 476 587 698 783 440 940 1300 1560 1314 1476 131-4" PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 14'-0" PRECAST 279 1 278 360 443 526 609 378 717 961 1192 975 1133 14'-8" PRESTRESSED 239 422 506 626 746 865 246 663 980 1237 1474 1715 151-4" PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1572 171-4" PRESTRESSED 187 326 365 451 587 680 192 506 720 501 1135 1312 19'41 PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 21'-4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 22'-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 24'-0" PRESTRESSED 124 174 245 302 360 a1s 124 319 455 581 687 793 -ALL VALUES TAKEN 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 Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #23 PROJECT* 04321.200 023R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 D TE 03/17/21 SCALE: 1 /4"=1' — 0" SHEET Silo 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 MU (9) I110d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: �I SIMPSON LTA2 W1(8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING ISITO BE PER FASTENER SCHEDULE. 3 ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 4 ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS: 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF, WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALL%INALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE GINEER'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 POW4ER ACCTUATED FASTENER, ZF 72 P8S36, .177' I 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 BEENIDESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0--0", F1 ISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING ANDIGABLE 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 HE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE e 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 Ay CONDITIONS ALLOW. TRUSS MANUFACTURER If ENGINEER OTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) I 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 CONE SION 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. W/2X6 1 CHORD III j TRUSSES W/2X4 BOTTOM CHORD gr 2X4 SCAB NAILED TRUSS BO TOM TO I DIAGONAL END JACK BRACING/BOTTOM CHORD W/ MIN (4� 10d CHORD BRACING WHERE APPLICABLE NAILSFOR EACH CHORD CONNECTION )CHORD DISSIMILAR BOTTOM BRACING @ END A SCALE: W9 TRUSSES W/2X4 GIRDER/TRUSS BOTTOM CHORD W/2X6 BOTTOM CHORD DIAGONAL 1AXIATRUSS 2x4 SCAB NAILE BRACING/BOTTOM BOTTOM FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CON NfCTOR SCH EDULE I I I CONTROL DATE: 01/27/2020 M i?ek USP 51MPSON MITek'IND SIMPSON GRIT UPLIFT GRAVITY DES UPLIFT GRAVITYFASTENER IBEI NOR HTA 16.18 M25 MET"S MID(9)INX11/2'. 1. PLY,]) lEd 2 PLY, EMBED4' IS)IM x 1112-I-LY,(6) IFU 2 PLY, EMBED4' (21 ETA 16-18 Jn30 (2)META-16 lam(12)IN a 11/2''1 FLY,fMSED4' (III IN x 1112"1-PLY, EMBED4" EFTA 16 1670 HETA l6 3SIR(101 IN 11112',(9)] 2PLV, EMBED 4' 1911M X3III " 1UIY,(8) 1G 2. PLY. EMBED 4" ETA 21 1870 111 A.20 1R10(20)IN x 11/2",(8)1124'CO EMNE04" (9)IN x1112"1-PLY,(9) 3 Rd 2-PLY, EMBED 4" (2)NTA2D 2430 (2 "'BUD 2035(121 IN X 11/2".1-ILI OMBED4" (Ia30d x 11/2"1 PVC EMBED 4' ' 25N(101 OW 2-PLY.EMBED,n2I ]6tl 2.PLY�fMBED4" Td" LUGT-3 Wed1eF )FAX H ,WOCD(16)1M R) 1/4'X21/4" TREN, WOOD 1161160 O. LUGT 3380 LGT-I ".'I..CONC11/4.B'�� ( %5" We Be Bol AnCh,XO W0112)WS2i (IGSD51J4"x)"TOGIRDER(413II .1' fNH01UWPLL <� DXIa-)D 2430 DETAL20 24W kLTERNATEUSEOSIGHTA20ACCEPTALUR pa) - IN x11/; 1 PLYALTERNATE USE OF (21 HETA-20ACCEPfABLE MUGT35♦ SINS MGT. 3965 111,5/9MT.I IN IT GHSTRENGTH EN%Y(MIN . 12" EMBEDI.(22) IN IOWOOD) (1)5/BAT.R. IN H MH SURE BOTH EPDXY IMIN 12"EMBED),(22)IS, DO MOD HURT. 95]S XGT2♦ 1"69D MYRI(9, 10d,MARDI BY 91314"AIR (1)3/6AUAL IN H IGX S TRENGTH EPDXY (MIN. 12 - EMBED), (16) DIS TO MOD I, HUGT31 9860 HGT-3♦ ING. INOOD(8) 10d, MA50P)RY(213/4'A.TA (213/4ATA IN HIGH STRENGTH EPO%Y(MIN.12FMBFO),(IF)IIkT0WOODI LPTA 1310PARNUELTOWALL 147O PERPENDICULAR fO WPLL LTP2 I IOPARAUE 1210 PERPE N WALL LTDWALI DICUTARTO (1011M R 11/2" (]0)lOtlxl-]/2" MUIT15 AS. VGT 4S40 II) 51W'AI. II I N H OF ITRENGTH EPDXY (M IN. 12 FIRE MR, (4)1W TOP/(6) 101 FALEA12) 1M BACK OF I R'.,A (1)SIR "A.TR.IN HIGH STRENG'IH EPDXY (MIN _ll" EMBED), (IS) SO 1/4"x3° HURT I'll (2)VGT 11IS (115/R'AT. II I N NIGN STRENGTH EPDXY (M IN. 11' EMBE M, D)ISI. (215/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED),(A21 INS 1/4'xd" MTW 12 965 MTS32 950 (1411M X 11/2';(14)J 4141 IN X1III HTW36 1355 X1k16 13. (1611M%11/2', i6)ad LIG)IN%I l/2" HTW20 LESS XtSm 1E1D (24)IN XI III No Id (241INX1IX2- HEW 24 LESS jHTS 24 1310 (2111M%I III Do ILI MAUL DOI x11/2' LETA 12» 93U VITA 12 FUR "I (OR) IN (10)IN DUA I8" 1235 LETA.IS- 123S (1411M (MI I., M,,S-1Rtf 1330 MSTA-18rS 1315 (M) ON (1411W MSTA.24H 3640 MMA.21- 1510 (18)1. (1BI.III y, MSTA 3Uw SIMS MSTA.30- 2050 (21)IN 1221111 6 MS'la-364-F 2065 MSTA-36µ 2050 (26)1M 126)SGd RTI231D 2765 MSTIdb. 38W 136)1W 931/2" ME) 10d X11/2" I „ XTIMILD SIRS MITLW SOUL (4811..I]/I ('4B)1W X11/2' I. 9B0 H6 1055 (16) ad X 11/2',(16)&1 MI I TO ILATE5, M) W TOXIN. SPUR 825. 1P4 ED, (6) UR11. ETUDE (M) W TO PUTS I6110d x 1112' TOST'JDS M., 5251N F1@1. A. 430 (418d X11/2"IO BEAM, 4)Bd x11/2"TOPOST. MIESSll/2" I.11AM,(0.18dx11/2'TOPGN. - XXCP2 6.1 HCP2 IRS (II)INAII/2"TO TRUSS,(10) ISO KI 1/2"TOPLAT£ 12110d X11/T` .1. ION HIW IMB (9)10d%11/2". TOTR'S5(8)1W%l1/2"TOPIATE (18110d X11/2" MUGl158PH 09A 4]]5 VGi&XOU4 4940 (2fllMTOTRUSS, IDW53 WOOBSCRp WSTO POSTW/SIX "TXPGDfDROD (16) SIX BID 'AS" T0 WOOD, 110).SOSI/4'X21/2'W/THREADER RO (ENlI1 B1ASXERl2PLY MUGT15&PH04A 1175 rVGTRHD]R' 494B I281M TO TRUSS, I III W53 WOOD SCREWSTO POST W/ SSJ8' THREADED ROD 16SD5VUV'XR"TO WOOD, (31314"STUD SUITS WITH BEADED Rob, (2) RaFTSNOASHER12PLY FAULTS 2535 6]]5 ABUR4 230) - ]]5. (II6/.'ATR. IN HIGN,STRENGTH EPDXY, (MIN T SMBf O)IN[GL,CF)1fitl10WNG. (1)SIR AIR. IN HIGH STRENGTH EPDXY, (MIN _I"EMBED)INCONC U2)I.TIIMOD PAUSE RIES ABU 662 2190 I.S. (1)5/8'A.i R. IN HIGH STRENGTH EPDXY(MIN.]'. ENSININCONC.,(121Ud TOWOOD 115/RA TO, IN HOT SI1UNGIX EPDXY, (MN' FMRFDUINCUN , 11213MT WOOD LT519 x+1' 32W LTT19 R_ 1SIR (1)3/4-AII IN HIGH[51 IFEST H EPDXY, (MIN S EMBD)) IN COMC„(8)1W TO MOD US/4 " ATR, IN HIGH STRENGTH EPDXY, IMIN 1 EMBFD)IiNCONL (BfIM TO�.UOOII EM NEDIIN CjIED I10)1Mx1.]/2 iO WOOD Ill1/2 AID R.IN HIGH STRENGTH pPUCV, MIN P'PMBED IN [0NC (I O)1MT WOOD GO HI 14E »• 41W XTT4BRRI - 44b (])5/a"AT.R IN 'HIGH RFN6TN F PCMV IMIN ], EMBED) IN CONC.. (18)]Ed X21/2" 115/B'AT.R.INHIGH STRENGTH EPDXY (MIN T'EMBfD,N1 CONC (2616tl Ni]/2' u L FIT45 SUDS HITS. 5BID (1)S/8"AT.R. IN HIGH STRENGTH EPDXY IMIN.]" EMBED) INCONC,(2611Ed%2112" (1)WaAT.R. IN HIGH STRENGTH EPDXY (MIN ]" EMBED) INCONC.,(26116d X 1/2" `X URH011♦ 14195 HHDC1T505 25+ 11810 (I)1'A.I.UAN XI6HStRENGTH EPDXY.(MIN 10"EMNEO)IN CONS (Mf WS3 W000 SCREWS. IV 1.A T. R. IN HIGHSREUGIH EPDXY, MU10" PMBFI1)1NCON S DY)505 'x2K WWDSCR,. PHU54 652.E O]B 6645 (2)5/6'A AN HIGRSFRENGTH EPDXV.(MINTEMBED)INCONC(bBW53WOODSCREWS III SIT A.B. IN HIGH STRENGTH EPDXY, (MIN. 2"EMBED.IINCONC(3)3/4"STW0R.LTSI.WY.D TDNa ]6]0 (E)]/%�kB.IN HIGH StRfNGTH EPDXY,(MIN.]"EMBEO)INCONC 3)]/8"STUD BOLTSIO WOOD NIM31%itU $180 FEED OSHA 356/1I 25 3475 S33U (I)]/.Yl'BOLiW MIN DYNA@HRT SLEEVE ANEBH'"I"fOW/MIN$'EMB C'fMBEDRNOJ LESS HAN4'FROM O06CM CONC W/3/4"DIADWINMSET/REDHEAD ED INSTA LLEDI NUG"(MIXAT1015T IUE/4" AT.R. IN HIGH STRENGTH EPDXY, IN 6.I5"EM1EDMf I EPO%Y,(MIN.6.]5"fMOFOMfNT IVCMV FACE (]B 1Mi0NEAM fl4LITP.1113/4 ATRINHI6HSTRENGTX XUW1211 16. 2]]0(]LIGN NUSC412 ,MOOD l I 3",(1D 2635(1")%) LSD TOH FADER, OUR RI TO WOOD (101] 6d TO H FAIR R, pOpW TOMOOD ......u%) e22Dp21%). LLI a xMlmfjcMJ 19W 30P0 HUC4m (MT lam 45W (III1d.Sp 1••• WS3 WOOD,4 (]UI 3/]6"iAPPf F=.I+"IW TO AH,(IO IW IOWCUO 1811/4x2-3/4-TITEN IS PER FLANGE iOCMJ.ILO IOd TOWWD ( ) zNUC210.R H OR 11111(CMU) LEND 30W HUCRI law 4504 (]BI(d A3"'WS3 WOODLISP(2DI3/1B" EWE. 11D1Dtl TO iAPPERq IlOnW TOWWD (1911/4".x2-3/I"TITEN 9PER FLANGE) TOCMU, (30)1M i0 W00D HD210-31F(CMU) 2]9.1 SOIS HU12103 (CMU1 FEAR 4SCD (]e)1/4 3""WS3 SCkfW5, WOOD JSP 20)3/16 1101106TO igPPER ,pCON TO NERD (101111 n 2'EX TITEN I9 PER EIANGEITOGMµ(]0)IWTOWOJO L60RISC 1 212E SIDS LGUM26.251 1430 559E (4)3/a"X4'MIBe-Solt ACC 1, C X, WOOD(4) WEB WOOD SCREWS (4)3/9 X4 TITER ND ANCHORS (2 PER FLANGE)TO CMU,SRI/4%2 /2 NPRSCE�WSTOWWD 2 O O m O LL Xn J z O 0 O 0 m 0 J z O Q 0 y�j U co U CJ1 II CJ3 = CJ5 - 2X4 BLOCKING BETWEEN TRUSSES 24" O:C. TOE NAILED TO ADJACENT TRUSSES W/(2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO RRAGF TnP OF WAI I _ FRAMING PLAN SCALE: 1/4" = V-0" Keviewed for Code Compliance Universal Engineenn Sciences 2194 HWY AIA, SUITE 301 a INDIAN HARBOUR BEACH r FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1r is SLTBDIV. & LOT: CREEKSIDE PHASE '2 LOT, # 2 3 PROJECT* q 04321.'200 023R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT �A PAGE: FRAMING " PLAN 160 MPH EXP. ARCHITECT STATE OF FLORIDA FMAR 19 Tvi` MICHAEL C. ANDER` 4 A NO T7305 PRYLKA" �1 DATE: 03 I17 I SCALE: 1 /4"-1' - 0" SHEET 6 S 3 B 4 4 a "iv ti A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2" NAILS TO TRUSS PLYWOOD SHEATHING, SEE 3-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALUFLOOR (12) 16d x 1 2" NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE' A PT SYP #2 2" x 4", (16) 10d x 314" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED GALV. COMMON NAILS. ENGIN ERED WOOD 1x2 SECURED W/ 10d TRUS ES 924" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE I A ALLOWABLE UPLIFT = U:1810 LBS, t1:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, l%:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT =U:2705 LBS (� PLY) TRUSS/ 88STYPICAL GIRDER CONNECTOR(S) SCALE:3/4"=V-0" ENGINEERED WOOD TRU' SE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA1 TRUSS ANCHOR WI FH NOTE: A PT SYP #2 2" x 4", (9) 16d x 1 2" NAILS 10 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITHACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS CONNECTOR -- A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) B" x 5" TITEN HD TO CMU AND (12) SDS 4" x 22' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 2" x 5" TITEN HD TO CMU AND (18) SDS 4" x ix2, 2x WOOD FASCI 3" TO GIRDER SEECURARCHITECTURAL(3)6 � C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 6d (2) 2" x 57ITEN HD TO CMU AND (18) SIDS 4" x 3" GALV. COMMON NAI S. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAI S BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C l SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SCALE:3/4"=V-0" GIRDER CONNECTOR(S) 6-0" MAX (W/1 X4) FOR 10--0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM - TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/CEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" Lf SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @EACH TRUSS TO BE INSTALLED C@ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. Reviewed for Code Compliance Universal Engineering. '.. Sciences BLOCK WALL W/ GABLE END I SCALE:3/4"=V-0" ' PRE-ENG'D TRUSS NOTCH DEPTHI/4`D THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 215`D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO 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 011, SUBJECT TO F1 ANDF2FORCES. *BTM, HOLE DIAMETER <3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 SCALE:3/4"=V4, AND BORING LIMITS 8 SCALE: 1 1 /21=1'-0" I SXMDIV. & I , CREEKSIDE PHASE 2 LOT #2..n_.n.�_u PROJECT# 04321.200 023R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 19 29z1 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE• SCALE: 1/4'r=1-0" SHEET S3. 1 A 0. .r �s n� tst, a F PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1 2" DIA. ANCHOR BOLT W/2" WA HER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED AT 32 OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX j, 0 o PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONIC. 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 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 y: SUBDIV. 8e 1 77T' - CREEKSIDE PHASE 2 LOT #23 k� PROJECT* 04321.200 023R1 MODE'Iz 4EBB "1828-CALI" GARAGE SWING- j RIGHT PAGE: a DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 DATE:: PRI7IV'03 17 21 SCALE: 1/40'=1'-011 SKEET S3.1]EH 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2'SYP DIAL. WHERE X-BRggq) CING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30 1" TO 60-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) 'X" BRACE @ CENTER (2) "X" BRACEbIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4',10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR - SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL ENGINEIiRED TRUSS MFG. WOOD 2x SECURED W/ (3) 16d 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 1 WHIP R ET RN � U VTGR SPACING (1) AT EACH END J nnin n1 ^11 7.C. MAX. SIDE VIEW PRE-ENGINEERL_Li VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code Compliance Universal Engineering Sciences SUBDIV CREEKSIDE PHASE 2 LOT #23 ]PROJECT# 04321.200 023R1 MODEL. 4EBB "1828-CALI" r GARAGE SWING: RIGHT .G, PAGE; 1;1 DETAILS 160 MPH EXP. C ii ARCHn ECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 21 SCAT :1/4"=1' 0" SHEET S 3e 1� S „A„ GENERAL NOTES; ALL AGGREGATE USED IN CONCRETE SHALL CONFORM. TO ASTMC331C33M, MAXIMUM AGGREGATE SIZE SHALL BE 3/4”. A " --�`' GAB LEEND. I - STRUCTURAL DRAWINGS SHALL REUSED IN CONJUNCTION WITH JOB SPECIFICATIONS AND fAll1AL1�.— PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER —G ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT a. 3R 3R 2N 3E a ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND. OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARF 108E CHAMFERED 3/4". - I T E C T S 3E 2N ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ARCH a �x, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED 0 0 FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. V ',, 0 0 V COLD FORMED STEEL. STRUCTURAL MEMBERS 2016, ASCE 7-16 AND.AISG SPECIFICATIONS V O O 0 V ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: Design V O 0 V SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK,. SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, GYOUp «c O 7 V EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. " AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST FOR FORM -WORK. V O O EDITION,"RECOMMENDED PRACTICE CONCRETE V19 O 0 0 V IV ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE April 21, 2021 O WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS; O E TDRAWINGS.FOLLOW TOTHE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART TOTHE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON. STRUCTURAL ITEMS ARE PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENf P1Stllllrlg R D0V010prilent S0rV1Ce5 ZA. ZA• NOT PART OF THE STRUCTURAL Building & Code Regulation Division qR A• s ;:STRUCTURE ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. O IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 2300 Virginia Ave.0 O 0 V COMPLETE, IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND Fort Pierce, Fl. 34982 0 QUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS 4 WLWIRE MESH. V 0 V DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, EDED 772 462-2172 V 0O 0 0 V TEMPORARY BRACING, GUYS OR TIE -DOWNS.. WELDED WIRE MESH, SHALL BE ASTM A1064/A7064M,.GRADE 65 AND BE PLACED IN ACCORDANCE WITH TH ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SW V 0 0 V THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3' 0" OC, EACH WAY. _ RE: Permit # V 19 00 O 0 O V REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. D.R. Horton Homes V C 00 0000 OOO V D(7NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFYALLDIMENSIONS PRIOR REINFORCING STEEL: Reesponssponse Letter eLot23 V 97. 0 0 V TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615MGRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A61 V 2R 0 0 0 Q 2R 17V GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCORDANC O O . DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. V 0 0 0 O V CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL For the above listed project, the plans indicate 7/16" roof Sheathing on sheet SN1• V 00 2R 2R 0 0 V AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S This is 3n error on the plans. The correct CallOAt shall 1)e 19/32" sheathing thiCl{r1eS5 and ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf REVIEW. V O O O 0 1 O O O O O O V 20 Pat TOP CHORD -non-concurrent the correct reference for wind pressures is ASCE 7-16 reference. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" V 00 000 00 0 V 10psf BTMCHORD -non-con current #5BAR .-30" #7BAR -42"- V ^ 00 0 00 V PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAIL DEAD LOAD DEAD.. LOAD FOR ADDITIONAL INFORMATION. 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, a 3 V V V V V V V '1a 2E V V V V V V 3 (7 psf B ASPHALT SHINGLES) psf w/ No GYPCRETEj THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH LO psf O CHORD 5 5 p psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH. HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF TH WALL Rev,ewcci `o, Code A„ �e BALCONY LIVE LOAD 60 psf Compliance :fiance HIP ROOF '1 i H 00 STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL Ur. r rsat Gngineenng �a Sciences - H - SECOND GUST Jv. AD AD SPEED -160 MP 3 S WIND: DE LOAD DESIGN PRESSURES TEND : TA ER PLI E WHEREVER POSSIBLE. ROOF WINDINTO INTERSECTING WALLS AND HOOKA S STAGGER SPLICES S OSS NET (GROSS) ASCE 7-16 I (ASCE 7 16.(FBC R2020) EXPOSURE C, RISK CATEGORY. II) ZONE 1 = 52.70 PSF (62-70) 1, ZONE 3 = 60.50 PSF (70-50) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED ZONE 3e STORAGE:20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEN ZONE 2e = 60.50 PSF (70.50) = 69.80 PSF (79.80) WITHOUT THE APPROVAL OF THE ENGINEER: ZONE 2n 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) P P sf, PASSENGER VEHICLE GARAGES:5 psff,, ROOMS OTHERTHANSLEEPING ROOM: 40 sst, SLEEPING ROOMS:30psf, STAIRS: ZONE 2r 69.80 PSF (79.80) MASONRY: "A"= 4'-0" END ZONE DISTANCE 40psf BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE - BASIC WIN CATEGORY: M SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY EXPORISK CATAGORY: JI SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY eany questions, please feel free t0 contact me. APPLICABLE INTERNAL - OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. Should you haV PRESSURE COEFFICIENT: +/- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,: LENGTH, ELEVATIONS, DIMENSIONS, ETC.. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY. REGULAR SIZE BLOCK CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'rn = 2000 PSI. BLOCK SHALL BE PLACED USING Sincerely, ROOF DIAPHRAGM ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CO RUNNING BOND UNLESS OTHERWISE NOTED.. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ROOF/ WALL/ FLOOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM _ - N GROUT USED TO FILL MASONRY ELL HALL COMPLY WITH FOR ASPHALT SHINGLE ROOF, USE MIN 7/16 STRUCTURAL OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR JN WALL -WALL S G OU US SO CELLS S CO = ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES. THE CONTRACT (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING,. USE 15/32" SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION. STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND FASTENER SCHEDULE WRITING BY THE ARCHITECT. A EDGE SPACING) SEE DETAIL TO CONSOLIDATE GROUT. i fi202 ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT.. MORTAR SHALL BE -"- NAILS @ 4" OC. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ INI4' NAIL REQUIREMENTS FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270 HORIZONTAL AND VERTICAL MORTAR JOINTS '-.'SQichael C. Anderson -- OF GABLE END. 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 '.-1;uia Architect_{yy;017305 MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL 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 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 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. www.abdesigngroup.com CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE EXTERIOR SHEATHING MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENT ' HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO TECH ENGINEER - SIZE HEED LENGTH DIA. TENSILE STR. SHANK ASTM Bid RING SHANK, 23/8" 0.113 170,000 RING (16 20 RINGS RSRS RSRS-01 SCREW SHANK- PER INCH) 8d RING SHANK, 2'�8 0.113 F1667 PNEUIyIATIG RSRS-01 SCREW -NAILS 1A, SUITE 301 BOUR BEACH, A 32937 802-3591 Igngroup.com 1003325 USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT - - ; THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE. - a 4" O.C. AT PANEL SIDES AND 8d RING SHANK. GUN. NAILS 4" O.C. TOP & RAFTER OR TRUSS - CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, SL 5D1,"Nr ® ac 77F .,ri, BOTTOM PANEL ANDBd RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING - 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM I INTERMEDIATE SUPPORTS OR 7116".ZIP SHEATHING SYSTEM E CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:.. A36/A36M, Fy= 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM li ( INSTALLED PER MANUF. SPECS.) SEE DETAIL. __I_ - _. _ A500/A500M, GRADE B, Fy = 46ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy.= , - 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. PHASEIDE _ - - - - - — 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. a SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH.: DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS a LOT2 3 - - - -i-- Z L L 2 CONTRACTOR CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5'+/-PRIOR TO THE ADDITION OF PLASTICIZER, OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS '.; SHALL BE TIGHTENED IN ACCORDANCE WITH THETURN-OFF-THE-NUTMETHOD ROOF SHEATHING ATTACHEMENT SPACING -_ - _-. 0 PRAOgJ ZONE 1: Ed NAILS @ 4" O.C. ON EDGE AND 6'" O.C, IN FIELD ".._ _ _ I I � � 1 m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. IE'CQT� �] 1 O432I.2OO O23Rl ZONE 8d NAILS @ 4' O.C. ON EDGE AND 4 O.C. IN FIELD - , _ _-1 _ ,. __L_ -_.. TICKETS SHALL BE TIME -STAMPED WHENITS CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN MODEL: ZONE 3,32; 3f: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 3,3 , 3r: ADDCONCRETE WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON WATERIS BUILDING LENGTH THERE IS ADELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL : A E D'p ' B B BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVEAND THE CONTRACTOR OF ANY `'F 3 NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE`. "]_ 828- CALI" AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING G.ACj•I'E SWING: - FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A, 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): NOTE: GABUES-DROP GABLE END & (1) ADD'L DROPPED B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', LTrP D IG H RIGHT TRUSS 2x4 42 SYP OUTLOOKER RAFTER W/ BLOCKING Cad 2x4 #2 SYP 1-112" FOR #5 AND SMALLER 1� l 16"O.C. IF NO DROPPED GABLE END, ATTACH 2 FOR #6 AND LARGER BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. CI FOR CONCRETE NOT EXPOSED TO WEATHER PAGE: I END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR SLABS, WALLS AND JOISTS TIES, STIRRUPS - - - BLOCKING PER NAILING SCHEDULE. 1 1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, k 8d RING SHANK GUN NAILS @ 4" O.C. �) TOP &BOTTOM EDGES @)DETAILS on a FASTENER SCHEDULE J Z W Z �W Y@ ZZ U = 0 zn z Z 00 �Iiiz TYP. EXT. SHEATHING ATTACHMENT Z W W BdRINGSHANKGUNNAILs WINDOW AND DOOR BUCK FASTENERS FASTENER 160 MPH EXC3 ' Y @@ Q Cj SEE "ROOF SI-1 4THING ATTACHMENT' O TABLE FOR FIELD SPACING z� TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF rS U) LU cc o #8 2" DECK SC EWS @ 6"-8" O.C. MAX @ U) EDGES & 12" O _ MAX IN FIELD. UNTHREADED Y SHANK TO EXTEND BEYOND THICKNESS OF o O SUB -FLOOR SHEATHING 00 ITYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBER: APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 1A DIA TAPCON MASONRY 1 1/2" EMBED., 4" END DIST., 8" O1C MASONRY / CONC. NAIL 1 1/2' LONG. TO MASONRYGONC. 8" O/C NO WASHER FASTENER 1 tit" EDGE DIST. " 3 8" DIA. OR DOORSHARDENED COI 9"OlC WINDOW%DOOR; FASTENED GARAGE DOOR BUCK - SGD, AL TEXT.OTE CASE HARDE L 16' O/C 3/8" DIA ( ) V2" DIA. EXPANSION BOLT 4"E BED. 4"EN DIST. M D ix T. SEE NOTEfi NAIL 1 1l2" LONG. STAGGERED INTO MASONRY/GONG. TO ASONRV'CONC. 24" O/C (1/2"-01A) 3" EDGE DIST. WASHER WINDOW BUCK CASE HARDENED COIL 91O/c WNDOW/DOOR/FASTENED METAL STRAP TO WINDOW _ CONTACT THIS ENGINEER FOR SPACING 1xPT, SEENOTE 6 NAIL .11/2'LONG. STAGGERED INTO MASONRY/CONC. MASONRY/GONG. REQUIREMENTS EXT. SWING DOOR ' (2) 3/16"DIA "TAPCON" 1 1i2" EMBED, 8" END. NONBEARINGWOOD e" orc 112"" EXPANSION za' o/c 4" EMBED. VEND BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST. 1 1!2" EDGE DIST. WALL TO GONG SLAB W/ WASHERBOLT. DIST., 3" EDGE DIST. 2x PT WINDOW BUCK. 0.138°-PAF x 21/8" 9" O/C 4" END. DIST.,11/2- PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TOFRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED ', 1 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECr FIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT QF 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 Wr" TAPCONS OR PAF TO. THE SUBSTRATE. J ARCHITECT' STATE OF FLORID A .F Ll LR MAR 1 202 L C. ANDERSON N 50ice P INI'r DATE: 03 17 21 SCALE: 1 /4"=1' — 011 SHEET S � I JL VT