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Home My WebLink AboutBuilding Plansr 11� J ` ! \ o 0 1(\ J �J d � 1iL.J 1il 1430 CUL_VER ®RI NE, PALM BAY, 32907 -reel: (321) 733-7092 Fax: (321) 733-7972 f1 STATE OF FLORIDA DESIGN CRITERIA: f' CERTIFIED BUILDING CONTRACTOR: -1wRIDDA BUILDING CODE, RESIDENTIAL, I f 7TH EDITION (2020) -ALL LOCAL AND STATE CODES ER HORTON HOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB 1430 CULVER DRIVE NE -MIN. INTERIOR FINISH — CLASS B PALM BAY, FL 32907 -BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH -TEL: (321) 733-7092 -EXPOSURE - c FAX: (321) 733-7972 -1—STORY RESIDENCE — -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES i S IT. CALL. S Q h;I ' STATE OF FLORIDA (; r�., , - PROFESSIONAL ARCHITECT: ._ i 1 MICHAEL C. ANDERSON No. 17305 LIVING 1828 SQ. FT. .R GARAGE 430 SQ. FT. I.-B. DESIGN GROUP, LLC TRY 16 SQ. Fr. C-194 'HWY AlA, SUITE 301 LANAI as SQ. FT. INDIAN HARBOUR BEACH, FL 32937 TOTAL 2362 SQ. FT. `:�I: (32l) 802-3591 A/C VOLUME 15Z20.c cu. FT. lit DRAWING / CONTRACT DOCUMENT { REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR ` INTI ,.TRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS n DESO:RIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTE:i RFI's IN 1VRITTEN/DRAWN FORMS IN ATIMELY MANNER. AB DESIGN GROUP TAKES NO RE&PONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's DAg,O`, BEES GENERATED FOR UNCLEAR ASPECTS OF THE ON :'RU'CTION BASED ON THE DRAWING SET. ABBREVIATIONS REVISIONS DESCRIPTION ABV A/C ADJ, ALT. - AMP BD CL CAB CLG CLR CONC, CPT C.T. D. DBL. D.G.DUAL DIA DIM DISP: DP DR.:. D.S. DTL. D.w. EA FLEV. EQ.- EXH: EXT. : F.G:/FX. F.G. FIN FLR FLUOR FR. DR GA. GA GAR DISP G.F I GL GYP. BD H.B..HOSE H.C. HDR HGT OR ITT INT. INT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LNE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE GLAZED DIAMETER DIMENSIONS DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR S FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR POUTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD BIB :HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. Ivi MIN, M.T.METAL MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT PLYWD. PR. P.T. R. PAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SET. SHTHG. SM SIM. SL. SL. GL STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WDW. WD W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM THRESHOLD MOUNTED METAL NOT TO'SCALT" ON CENTER PROPERTYLIN PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS .STANDARD SHEAR WALL SECTION. THICK D GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAti.. UNLESS NOTED OTHERWISE- VAPOR PROOF WASHER WITH WINDOW WATER HEATER WP^UGHT.IRON DATE 011211 OI/I5/1$ 01p6Ab 02121AB 03/26/18 '� c�$ i'; 06RT/IS 02/19/19 02/22/19 03/28AS 04/24/113 04/24/15 06/12/19 06/21/19 III IELEVATION 10/25A 01/01/20 - 04/01/20 O4/1 10 04/11 06/06/20 01/15/20 01/01/21 --��- CV6 ISSUED 2011111 UPDATE CDIS RE-151I SIDING ELEVATIONS ADDED - CD S RE ISSUED FOOTING REVISION PER M. 5011�5 _ CD'S RE -ISSUED ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) PLAN MAINTENANCE REVISED LINTEL SIZE AT FRONT ENTRY DOOR ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELB.) ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/61.IA (ORL) - ADDED LED LIGHTS 0 KITCHEN 4 BATH PER MARK BOWS$ ADDED STONE, OPTION ELEVATION C 4 D (TAMPA) 'G' -SIDING-ADDED LOUVER + GABLE ROOF ADDED OPT. 8'-O' CEILING HEIGHTS REPLACE I CONNECTORS WITH SIMPSON CONNECTORS REVISE ENKAVENT RADON PLAN DIMENSIONS - OPT $'-0' CLG. HGT: ADDED LED LIGHT IN FOYER OPT 8'-0' CLG. HST. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY __--_- ADDED ELEVATIONS 'L' 4 'M' (ORL) - ------ ADDED ELEVATIONS rMG'-'MH'-'MS' (ORL) 2020 FBC UPDATE -- _- - _- — - - -� -----� 0' a INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C PG E1—ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG M1—MECHANICAL PLAN PG Dl—DETAILLS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WAIS—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S12A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DESCRIPTION Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802 3591 www.abdosigngroup.com AA It: 0003325 CRE EKSIDE PHASE 2 LOT #122' PROJECT# 04321.201 122R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C sommomonntrr," ARCH ECT: STAT=LORIDA �all�".HAEL C: 74ND�RSON AR NO 17305 PRINT 02 17 21 DATE• SCALE: 1 /4"=1 � - 6" SHEET CI " i GENEL NOTES RA SITE WORK BY BUILDING DEPARTMENT), TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED 1. 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) R FBCR 7TH'EDITION ( )2020 UNO. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED 0 BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU` I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER ad THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS: THESE OPENING PROTECTIONS SHALL BE D. TRUSS PLATE INSTITUTE: h AND INSTALLED IN ACCORDANCE WIT R301.2.1.2. FBCR 2020 CHAPTER 3, SECTIONI. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) .DESIGNED ARCHITECT. E. APA- THE ENGINEERED WOOD ASSOCIATION yy 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AN SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK I. ENGINEERED WOOD CONSTRUCTION GUIDE PERFORMED AND SHALL NOTIFY THE ARCHITECT I ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/2 THE HORIZONTAL F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION BE OBTAINED BEFORE PROCEEDING WITH THE WORK5. CLEAN GRANULAR FILL, PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL; CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE ARCHITECT IN WRITING AND WRITTEN INS RUCTIONS SHALL ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE �,l T R WILL BE HELD RESPONSIBLE F THE CONTRACTOR R'THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN IHE AND COMPACT 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. l CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTIONAND OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQ ES, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. l OR THE FAILURE OF THE BUILDER TO CARRY OUT HE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED GODE3, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) I � 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION COMPLETED BUILDING. THE CONTRAC OF ALL PARTS OF THE C OR 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING PLUMBING rl CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 2. WATER 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'/z' AMAFLEX. °.I 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL RANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10 T CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE AFLOW CONTROL DEVICE TO GIVE AMAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND W 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE; 9. NO STRUCTURAL6. MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 1 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005 2 GARAGES AND CARPORTS 11 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903: 1. GARAGE DOOR DRAWING 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE A. ENGINEERED FOR MIN. WIND LOAD, LISTED N COVER SHEET 10, DRILLING&NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOORSUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, I C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EX'1'E,RIORWALLCOVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 1 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE FOR SLEEPING ROOM 0 S GARAGE DIRECTLY INTO A 00 APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING. LOADS IN ACCORDANCE WITH FBCR TABLE R301:2(2) AS MODIFIED BY FBCR i PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH N DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: BUILDING TABLE R301,2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1I5 TIMES THE DESIGN PRESSURE E SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THA "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTSIN THE GARAGE AND DUCTS PENETRATING THE WALLS 0 R CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1 WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS NSTRU DWELLING FROM THE GARAGE SHALL BE COTHAN TED OF A MINIMUM NO. 26 GAGE (0,48 MM) SHEET STEEL 1 MIN. RIGIDAPPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR DTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE 2 COATS, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH GARAGE ASTM-C926-18b, ASTM-C1063-19a &ASTM-C1787; j 4. AS PER SECTION R302:6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY N T LATH A E ORIE PER A TM- -1 -1 a R7 .7.1: ALL STUCCO APPLICATION D IN BUT NOT LIMITED TO: S S C 063 9 & 03 CCO DETAILS, INCLUDING U 0 3 & CC S LESS THAN -INCH GYPSUM BOARD APPLIED TOT E GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. - 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. 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 LI UNDER STAIR PROTECTION: m, j 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED I ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS, C. 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 I 114" TYPE"W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) lI CONSTRUCTION OBSERVATKI CONSTRUCTION OBSERVATION SERVICES 1 CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTORS 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 i r; FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance ® Universal. Engineering Sciences .� Ai 00KROLDATE: 12/10/20 ° 4 2194 HWY AIA. SUITE 301 INDIAN HAPBOUR BEACH. FLORIDA 32937 PH: 34-802-3591 www. a b d e s i g n gro u p. c o rn AA #:10003325 �Its . IF ;\r ��" . \� 0 F I 0\..�� a, 4 SUB1)I7 8e LO'i CREEKSIDE PHASE 2' LOT #122 PROJECT* 04321.201 122 MODEL: 4EBB "1828-CALI" C7rARAQE SWI4C4: LEFT PAGE: GENERAL NOTES �f 160 MPH EXP. C up. GROUND SNOW LOAD NA WIND DESIGN SEISMIC DESIGN CATAGORY' NA SUBJECT TO DAMAGE FROM FATHERING' FROST LINE TERMITE DEPTHb INEGLIGABLE NA VERY HEAVY WINTER DESIGN TEMP' 42 ICE BARRIER UNDERTLAYMENT REQUIRED^ NA I FLOOD HAZARDS a I SEE SURVEY AIR FREEZING INDEX' I NA I MEAN Al'I TEMP:' I NA SPEED TOPOGRAPHIC (MPH) EFFECTI 160 C AND CEILING FINISHES SHALL BE IN FBC R3023A FOR INSULATION SHALL BE IN UGH FBC R302.105 3-8 III FLAME SPREAD AND SMOKE INDEX FOR WALL ACCORDANCE WITH SECTION FBC R302 11 THROUGH FLAME SPREAD AND SMOKE -DEVELOPED INDEX ACCORDANCE WITH SECTION FBC R302.10.1 TH 2&-8 I11-011 161-011 .9](2E) (2EGRESS H S❑(2) 3 52-SH LIVING LANAI 8 ®OOM W-V CLCL 1'-0 11 10'-0 " lz ro I ® 6068 &G.D. BEDROOM #1 — — — — — — . DINING 2X8 - n 8R00 M-V MA r 8 _� AI 1'-10I_� 41_ _m N C12 ,y N I c.--------------- BATH #1hV. b36 .� V-8'CLG -- --- r SHWR PAN' V. IC. I e i iOPT.1 W/ ENCL._ _ _ _ J . i i I REFI -SH 1R-15H SINK 24 ab36 A �--- R--= LAUNDRY 1R-1SH L ii Q B'-8' 8'-SSITCfiBri AI co 2-8 N SI SI ro -ml �� 2i LLiI 3 6 8 b36 RANCsE PAN. l^ 0— -- CL(s rq BEDRO0M#4/ I LL"1 J �' N 3- H AR2GH v DEN 3: 1.01 W III-8 S' 4- .3- 3 6 v 2 8 m II �_ II tu c 0 _ B =1 ❑�� AI IIr BEDROOM #3 jN I �.`� I I m `L 8'-B' CLC% MT. I 1 3 8„ 0 WH. v 2Xrb WALL WG. ^— r 22'x54i 1 0 11 o OND I ATTIC I II ACCESS m YI i B LAY. L-----� U `r BOLLARD ql I Al U % AS REQ. 1 1 ry,� 8 8'I'HN m K PER BLDG. CODE GARAGE V. 2 _ 4 N FOYER B 3®6s & a BEDROOM #2 36' 12' 4i� ❑� I,n 8 -8 CLG TRA S. —� M 3 -5„ 5 1/2" ENTRY e _ I 8'-8' CLG ARCH — (2) 3052-SH 21 16'-m'XT'-O'O.H.D. — ❑2 EGRESS — — — — — — — — — — — — — — — — — — 21'-4" 4''_4 14 _0' ri a, v- A EXTERIOR MASONRY WALL BRCS. HEIGHTS 11'-4' BRG. r �0 ry Q 0 0 an SQ.FT. CALL. S LIVING GARAGE ENTRY LANAI 1520 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/G vOLUME 15120.121 CU. FT. 2194 HWY A1A• SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d esi gr igrou p. com AA #: 0003325 •• •• r r ►r r • r: OPEIRM SOUAF£ ZONE 100 MPH WILD MW REW` 1 AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 80,10 O.H.A. 56 5 29.7/-37 3 SOFFIT N/A 5 31b/-38.8 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT f 0.19 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) -SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT is MANUFACTURER. G OKML DATE OV01J21 C 1 DBL. TOP PLATE -0 �n BAR DETAIL A CREEKSIDE scALE:1/2•=r-m' PHASE 2 LOT #122 PRGJJECT o4321.201122R� FLOOR PLAN MODEL: SCALE: 1/4' = 1'-0' 4 E BB NOTE: 0 ON �a n 1828 _ CALI -2-8 LOUV. DOOR W/ AIR HANDLER METAL STAND OR 2-8 SOLID _' C•1•ARAGE SW ING:- G DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PA.D LOCATION WITH SITE PLANz -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCESHALL C Lr li T BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 Q PAGE: MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT (Y LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY FLUOR DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. u_ - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. � DIM. VARIES PLAN -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED 0 GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION i R VALUE OF R-13. 160 MYH EXP. C -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE ARCH rrI PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR "- STATE -OF =LORIDA CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE 'INFOI;-TATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ARCH 1�a L = �• ^C',��_ 1/2 = 1'-0';.'- ,\l L-,63:4NDER30N AI NO T730 a Reviewed for Code PRINT 02 17 21 Compliance DATE: :Universal Enginwuiu „ , Sciences .SCALE: 1 /4 =1—I0 SHEET l EQUAL SLDG. l-ICsT. TO CONTROL JO 4' FREIXE , SAND OPT. COACH LIGHT n �^ 0 WE =Il�l`l= -- TO CONTROL JOINT EQUAL , EQUAL TO CbNT OL JOIN TO CONTROL JOIN SHINGLE - • • DECORATIVE �■TILES (V RAISED m ■I I®I I 1 ica ■■ Not .I Ell ICI L■I , MEMO 1 ■■ ■■ 1-- :.-: -_ • 0TEXTURED•TE: WALL FENESTRATION FLASHING AS PER FIBCR .. 12 r 0'-O' FIN: LR. 6-8" BRCS. HC`T. 01 I� 5RCm, HGT. r A f L TYP. r I N 0'-0" FIN. FLR. I I N IR]EMR, lELIEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE Vt T 8'-0" BRG. HGT. - DEC O. DTL. A LE= 1'-0' 0'-0 FIN. FLR. LIETT ELEVATION. SCALE: 1/4 = P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 0'-0" FIN. FLR.r, — —------------------ 12 -- ------------ — — 8'-8" SRG. HGT. I'-O° ]RIGHT ELEVATION SCALE: 114 = V-0' TEXTURED FINISH i /All I'll ri - MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450SQ. 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 = .4X 1176 IN UPPER PORTION OF ATTIC 470.4 SQ. IN. ( BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA _ 138 SQ IN,. PERVENT(net free area)' TOTAL tt OF VENTS REQUI RED = 3.41 TOTAL tt OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEETOF>SOFFIT REQUIRI 67.20' Reviewed for Code Compliance' Universal Engineering 91 Sciences U'SDIV. 8e Lr± 'T: CREEKSIDE PHASE 2 LOT #122 JhdUnJ5U - 4EBB "1828—CALI" GAFZAGE SWING• LEFT PAGE: ELEVATION "C" 160 MPH' EXP. C ARCHfTECT- STA gRFLORIDA r � r N AR NO 17305 DPtrNT A 02/17/21 SCAL.E:114" 1'---0' SHEET' /� F �S C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES \� 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET I10V OUT 1/2 OF OUTLET WIRED 70 SWITCH GFI IIOV OUTLET EQUIPED WASRND FAUL INTEMPTER (TAMPER 1M81STANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXr. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-11AY OPER st4 SWITCH 4-WAY OPER WALL MOUNTED I� LIGHT E CEILING LIGHT © LED CLG LIGHT ©VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER Sa FT. VENT. FAN W/LIGHT I CPM PER SQ. FT. VANITY LIGHT FIXTURE (SPECS TBD BY BUILDER) ® FLUORESCENT LIGHT WRAP AROUND D (RECESSED) ® FLUORESCENT RES LIGHT WRAP AROUND AROUND (SURFACE MNT.) 2' FLUORESCENT !� 4' FLUORESCENT 4' TRAGIC LIGHT 0 PANEL OWN METER BAIT. BACK-UP OSMOKE SD. DETECTOR wr HARDWIRE WALL MOUNTED GATT. BACK-UP SA- SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® S/CO CAR3014 MONOXV SMOKE DETECTOR COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT III NATURAL GAS r7/ OUTLET ► TELEPI-40NE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE-21 V UNO. DISCONNECT SEE ON THIS SWET TV TELEVISION JACK CEILING BOX REMIRE OJ-BOX TO HE SUPPORTED IN ACCORANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED N CEILING FAN/LIGW ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 94' INCANDESCENT •Q LIGHT STRIP nn 36' INCANDESCENT LIGHT STRIP � 48'INGANDESGENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD IE P8. PUSH-BUTTON FOR CHIMES USH PORT ° LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO g i BE VERIFIED a HOMEOJNER PRE -CONSTRUCTION MEETING. ° ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT 7 3 PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 714 EDITION (2020) 4 NEC 210.12 2011 EDITION. 20 AMP DEDICATED LAUNDRY CIRCUIT. { ° GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • Di$HWASHER DISCONNECT TO BE LOCKOUT IN PANEL • Cb.4THROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF e SECTION MI5013 FBCR 1TH EDITION (2020). ° LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TIH ED (2020). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE E'ER FUBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020- 1th EDITION R404.1 OPT. _"------------ _ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-m' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-SOX FOR OPT. FAN WP Panel MAIN - A PANEL: 8116 wp crt. breaker VOLTAGE: 120 1240 V -1 Ph MAIN: 1 b0 Amp M.C.13 FEEDER* 3 #1 CU THWN & 1-46 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 itz' 0. Wire Pole Bkr Description _ Watts Circuit Circuit I watts Description #'12 1 20 Exterior Receptacle GFI for:(LG _ 12W 1 2 Space #12 2 20 Irrigation Pump 10tm 3 4 1 ISpace apace I I � I I 8...1 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.C. FEEDER: 3- #1 CU THWN 8: ' - AF Cu (G) in 1 1 /2" C. OR 3- #210 AL THWN & 1- #6 C u (G) in 1 1 /2" C. #12 1 1 1 20 #12 1 1 20. Refigeratoi #12 1 20 Dlninq Rao m Lights and Receptacles AF #12 1 20 Bath #2 GFI Receptacles #14 1 15 Foyer/Hall Bed. #2 & #3/ Bath #2.Lighte #14 1 1.5. Limng Room, Lanai Lights AFC;I #14 #14 1 15 15 _ Kitchon and Pantry. tights& _RcptsAFCI SO & C/O AFCI 1 #'12 1 20. Laun.lry /.Bed #4 / Den AFCI Space #8 1 2 1 35 Space AHU-1 ter 5 KVA at 65% Bkr I Pole I Wire 35 1 2 1 #8 IN uns 1500, iIrcwc 1 t-ircwr I Watts I Description Bkr Pole I Wire 2 8000 Range 50 2 #6 _ _ 1PPoo 3 4 1500 `' 6 4500... Water Heater 25 2 #10 _ _ 1500 7 8 CI 1500 9 10 1200 Disposal GFI 20 1 #12 _ _1200 11 12 1500 Dishwasher GFI 20 1 #12 AFCI 91)0 13 14 16 5000 Dryer GFI 30 2 #10 —_—_ - '-700 15 _0 900 17 19 18 20 1500 1000 Washer GFI Garage Door Opener GFI 20: 20 1 1 #12' #12 _12W 21 _ 22 1200 Garage: Lights and Receptacles GFI 20 9 #12 23 24 900 Bedroom #1 AFCI 15 1 1 #14 25 27 26 28 900 900 Bathroom #1 AFCI Exterior Lights and Recept GFI 15 15 1 1 #14 #14 5525 Load subject todemand factor calculations. l line 1 16000 1 10000 watts at 1U0°A, lining watts at 40% A/C load Connected Load Watts Amps (watts / 240 wlt factor 34 41 to demand 4 00 ABBREVIATIONS`. AFCI: ARC FAULT CIRCUIT INTERRUPTER. NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER 1 0000 13440 10829 y4269 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD 14?_8 General Lighting & Receptacle Load Total A/C Square Feet General Us & Rec 3 VV / Sq Ft. HI Hats 1 at 65W/Li ht at 100% Total l;enenal I:i nhtc R. Rnr rlA/attcl LED LIGHTING DOUBLE LAV. BATH Ml 15m AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FHCR TTH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY R CIIJIR MENTS. B. ALL CONDUCTORS SHALL BE TYPE THi-WHWN UNLESS NOTED OTHERWISE, POWER COMPA TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" CIA SCHEDULE 90 PVC CONDUIT OR PROVIDE 3 '2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO HID. %Jatts 17 Reviewed for Code Compliance Universal Engineering Sciences LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 342/0 CU, THWN « 1% CU IN 2' CONDUIT OR 3 44/0 AL, THWN . 1% CU N 2' CONDUIT OR 2/0 AL SER (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN PHASE NEMA 3R ENCLOSURE MO M O PANEL 150 M9 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT —� 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigtigroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #122 PROJECT# 04321.201 122R1 MODEL: 4EBB "1828- -- CALI" GARAGE SWING: LE I-1'T PAGE: ELECTRICAL PLAN 160 Wfl EXP. C ARCHITECT - STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 FINT 02 17 21 TE:ALE: 1 /4"=1• — 0" SHEE Jl-1 PLUMBING PLAN SCALE: 114 = 1'-0' \ \. 3, a g � KITCHEN \e SINK W/, AUTO VENT''' 1-1/2' VTR --II feaSAe'z fr.+> I SVBDIV. 8e LO'r CRE EKSIDE PHASE 2 s LOT #122I PROJECT* 04321-201/1221,01 MODEX., 4E 13B "1828 -CALI" GARAGE SWING! UN ;HT) LE FT PAGE:_ma, PLUMBING PLAN (ALTEFa,IATE LEFT) 160 MPH EXP. C PLUMBING RISER DIAGRAM ARCHITECT STATE OF FLORIDA ^— l i r ^^ FEB 22W21 Reviewed for Code ✓�-;-�1�� Compliance NeaE: ;;F01�Er;<soi� Universal Engineering Sciences AR NOfi1305 PRINT 02 17 2 DATE:', SCALE- 1/4"-1' 0 SHEET c S �S tq8.°• `:'�"�4�.x�}�r'?, a R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILIWz UNDER ATTIC R-30 MECHANICAL PLAN SCALE. 1/4 = V-0' Reviewed for Code I 91 Compliance Universal Engineering Sciences .A\ \. \ \�vo \\ \ \ .. sysDly ae LOT: CREEKSIDE PHASE 2 LOT #122 PROJECT* 04321.201 122R1 MODEL: 4EBB "1828--CALI" QARA(;E SWING: LE FT PACE: MECHANICAL PLAN 160 MPH EXP. C PRINT 02 17 21 DATE / / SCALE: 1 /4"=1' -- 0" SHEET I PER FL& PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ led MASONRY NAIL r 32' O.G. MAX FIN. FLR 2X4 TOP PLATE lss 2X4 WOOD STUDS 024' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL GA5INETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I(o" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON— BRG. SCALE: 3/4' = I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 7/ 11 2x FASCIA PER C TYP. ELEVATIONS p.�. vENtED SOFFIT 1/2' THICK, 2 COAT PORTLAND--/--�� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0" FIN. FLR. - 3 5/8' OR 5 3/5, 1/2' DRYWALL TOP CHANNEL l25 GA.) 3 5/8' OR 5 3/8' 1/2'A DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/5, LOWER CA5INETS BOTTOM AND TU5/5HOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED iN ALL SECURED OTHER WALLS. STUDS TO GONG TO 5E SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ 5ATHROOM WALLS W/ 1/4" WOOD TILE FINISH SCREW WOOD BASEBOARD�� 1—STORY `FINISH FLOOR TYP. INT. WALL METAL STUDS /1A1 (NON-BRG.) D1) SCALE: 1/2'=1'-0" 5/5' GYPSUM 51 OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL J PER ELEVATION -'---R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES 1— SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS + 24' O.G. 8' CMU i/2' GYP. WL. 5D. WOOD BASE BOND BEAM - SOLiD GROUT W/ (1)- "5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MtL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 5" DIA. SLEEVE, DO NOT CUT 2aPIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. d n G m. [AV ° e d . 44 a n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION F5CR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4 1—ST0RY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=r-0' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—/--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY .-�\yam\-\CAULK � SEAL 4FW NOT CUT I;' MAC: &EEVE FJR GAS LME 50NE) ' CM, AM in- GYP. wi- 5D. 3AR5 aOM na. .'a 2B GAS LINE THRU BLOCK D1 SCALE. W -P-0' --2X4 SFF 24' O.C. MAX.—, SECURE W/ (2) 12d NAILS EA. END 2x BLOCKING BETWEEN TRUSSES —PER .STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2'— HIGH STRENGTH CLG. BOARD 0'-0" FIN. FLR r 8' CMU 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. 5D. WOOD 5ASE--- I!1' THICK, 2 COAT - PORTLAND CEMENt PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL - TRAM BRACKETS FASTENED TO (WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL IZC2 VERTICAL TRACK I. 1' MIN. BY MAUR T FASTENED TO SLIDE TRACK BRACKETS ROOM W/ PRODUCT APPROVAL Ma D1 COWNER DEAD &C2M1.1 SEE STRUCTURAL FOR REIWORCEMENt' 2x6 P.T. WD ATTACEELL AMR FILL CELL AS PRODUCT APPROVAL PRO. SEALANT /— BACKER ROD MATHER STRIP MOULDING ALL AROUND(BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE- 1 l/2'=1'-0° FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE g 2x FASCIA PER Ax, ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS WIND W/ W OPENIN OG B� TYP. WALL SECTION No OPENING 5 1—STORY GABLE BLOCK WALL ®� SCALE: 3/4'r_0' CMU 0'-0' FIN. FLF, 1BReviewed for Code Compliance Universal Engineering Sciences Note: WALL FENESTRATION FLASHING PER F5CR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -Fashion in a manner to prevent entry of water into the wait cavity Or penetration of water to the building structural framing components. 5eir-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 com :lyin.3 with AAMA 800 or ASTM C920 Class 25 Grade N5 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 SLJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #122 PROJECT# 04321.201 122R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LE{T PAGE: DETAILS (SHINGLE) 160 M11H EXP. C ARCHfTECT: STATE OF FLORIDA FEB222621 MICHAEL C. ANDERSON AR NO T7305 Dr3PATE: 02/17/21 SCALE: 1 /4"=1' — 0" SIMET x+ TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X On J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN_ EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 `LSECURE 2x4 ON — FLAT TO MILK 0 W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X On J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8, WASHER 4 NUT. (U WITHIN 8OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 01 IO 0i 0 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 2X4: 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 IV O.C. MAX SPACIW-% 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN_ SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CIEW SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8• CMU 1/2' DRYWALL 1'X4' P.T. NAILER I/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW 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 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIK SHANK SIZE _145 MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X8: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 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" E 2X4: ® 2X4: IZI 2X4: ® SECURE TO BLOCK W/ SECURE TO BLOCK W/ SECURE TO BLOCK W/ NS (MIN. 3/16' TAPCONS (MIN. 3/163/16' TAPCONS ' TAPCONS (MIN. SHANK SIZE NS MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH WITHIN 8' OF EACH WITHENDIN On OF EACH 4 8' O.C.MAX END 4 IS- O.C. MAX END 4 10' O.G. MAX SPACING. SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. 2X6: ® ON OUTSIDE 4 SECURED 2X6: 2X6: CIE THROUGH NON-STRUCTURAL SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK 3/16' TAPCON MIN. 1-1/4' W/(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS EMBEDMENT INTO BLOCK (MIN. SWANK TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN HEAP SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 0 MIN. EMBEDMENT 1 1/4')I B' GMLL MIN. EMBEDMENT 1 1/49 WITHIN B' OF EACH END 40) WITHIN 8' OF EACH END WITHIN 8' OF EACH END 8' CMU 4 10' O.C_ MAX SPACING.1/2' DRYWALL 4 18' O.C_ MAX SPACING. 4 IS' OZ. MAX SPACING. ❑ 1/!' DRYWALL CEM 2X8: ® I'X4' 2X8: ® 2X8: SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK W/(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS P.T. NAILER WI(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 l MIN. EMBEDMENT 1 1/4-) MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4'J WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 V OZ. MAX 4 l8' OTC. MAX 4 18' O.C. MAX SPACING POOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. 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" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" D)WINDOW TO BLOCK +2 1/4" NOM. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L�3 B' CMU 1/2' DRYWALL ❑ I'X4' P-T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WK2JI26 WITHIN W OF EACH END 4 6' TO 8' OZ. MAX 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" ," FMin 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18" O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.G_ MAX SPACING. 2X8: MEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN B' OF EACH END 4 18' OZ. MAX SPACING. _- ,— 8' CMU Ef 1/2' DRYWALL 1'X4' P.T. NAILER 11/16' 0.515. X 4' MIN. r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G IYINDOIf TO BLOCK +3 7 16" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO 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. 2X8: CECI SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OL',TSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU �� — 1/2' DRYWALL I°X4" Ir P.T. NAILER r In P.T- X 4' MIN. - DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK -1-3 3/4" B WINDOW TO BLOCK +3 9/4" Reviewed for Code Compliance Universal Engineering 91 Sciences cMu 3;0- }• DRYWALL .—IX FURRING ---RIP 2X10 TO DOOR 8-1/81111 FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK T�IR EQUIRE MENTS 1 11 ) sL 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 W W W.abd��siofigroul).com AA # - 0003325 0 SUBDIV. & LOT: CREi-ijKSIDE PHASE 2 LOT #122 PROJECT# 04321.201 122R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA VFEB 2 2 2021 MICHAEL C. ANDERSON L AR NO 17305 J irrciar-a- DATE: 02 17 21 SCALE: 1 /4"-1'--O' SHEET D2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH a 9' O.C. MAX (VERTA 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 7 ;' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED all (VERT.) O.G. MAX AT SUPPORTS WRB LAYER h, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' TO a' THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO &- FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O'M" TYPE CONTROL JOINT 1, FOLD INILL4110 a Pr. A O OI. FOLD INWARD • PT. A 2. GREASE • PT. D 3. CREASE a PT. C FULV NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ML SHINGLE ROOFING—� DRIP EPEE, OVERLAP 3', EXTEND 1/21 MI-M IHEATHING, MECHANICALLY FASTEN 4' OG. MAX O1. FOLD INWARD • FT. A 2. CREASE • PT. D LIA ® 1. FOLD INWARD • Pr. A 2. CREASE • IDT. R5 3. CREASE • PT. C 4, FOLD PT. C OVER PT. 5 TILL I-T. G TOUCHES OXMOM FLANGE FLANGE L WATER TIGHT SEAL. FOLD, 02 NQI, GUT. a' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) WR8 LAYER V, FORTIFIBER BUILDING PAPER(FRAME ONLY) WIRIS LAYER 01, STUCCO WRAP (FRAME ONLY) LAP I-AYERS OF 19UILDIWA WRAP OVER NAILNG FLANGE, STOP WRB Al OF AMOVE SHINGLES (FRAME ONLY) ::—FRAME OR CMU ..... FASCIA WRAP 545 WALL FLASHING KICK -OUT FLASHRJG (SEE DETAIL) ,APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE / I" MIN. LAP ® METAL LATH 6' MIN PAPER LAP. 5ELOW ONLY __ / WR8 LATER 92, FORTPIBER NN-15UILDING PAPER 2 APER LAP SCALE: 1 1/2' = F-0' 4� KIC KO UT DETAIL TIGHT SEAL (SEND OR R DO NOT CUT) LATH VERTICAL LAP TO BE P METAL LATH WRB LAYER M, STUCCO WRAP I' MIN LATH LAP, 4" OVEI ALL LAP NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEA5E SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL -- - WOOD STUD° NOT SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN Will LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL R STICK ROOF CEMEN SHEATHING - OR 1/16' ZIP 8-EATWING SYSTEM (INSTALLED PER MANUF. SPECS-) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES STUCCO i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANUF. SPECS.) 6' MIN. LAP 14' LAP a LATH 3" LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL L„ 5 N. r.s. '1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER kk1MP. "69131180 OR CMU LURE 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 4 TAPE OVER ROOF/WALL SCREED 511X5' "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 FLAS HIN 4'x4' SELF -ADHERING MEMBRANE —� FLASHING (COMPATIBLE HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I ;:.:;..,,. I' OR LESS PIPE-- -- r:>ac;:':r PENETRATION _ '4;`-`;::.: CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE FLASHING is-M '1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS RE=IRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES D/4 �- SELF -ADHERING MEMBRANE 91-IING (COMPATIBLE W/ HOUSE 00 MATERIAL) OVER 4'x4' F-ADHERING MEMBRANE SHING OVER APPROVED ISE WRAP. SWING TO EXTEND ONTO PIPE AND OVERLAP ONE SIDE OF STEP 02 FLASHING SELF -ADHERING MEMBRANE WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER 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'—%N CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEMAID AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) TfRAT I ON PER SECTION RM.7 E1 bdw k0ing and olaebdna Exterior use of portland cement plaster shall comply with theapplication requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. _ -TAIL (F Reviewed for Code LEGENIDCompliance Universal Engineering Sciences D AIT�IAf FLAKE (VR5 LA°rEiz #1, STUGGO WfRAF) LIJR5 LANT ER #2 CFORTIF15ER ...... — — — BUILDING 1`IETAL LATI-"'I X x X X STUGCO a...;,.:....,. . e WOOD O� T/l�o II Zli= WALL SHEATHING S L,F-AIDHESIVE FLASHING NOTE: — — — — — — NOTE : 1`"1ETAL LATH: LATH TO 5E FER SE(7710N ��O3.i.1 / AST1�I G-B�-T-1�•a, 1„IIN. �.� 1��5. �rAf;'D (UTI Olt' NlPt-IINAL LATH DOES NOT t**IEET SFECIFICATIONS) 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321802-3591 www,abdesigtigroup.com AA #:0003325 SUSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #122 PROJECT# 04321.201 122R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCH77 TEC� STATE OF FLORIDA FEB 221021 MICHAEL C. ANDERSON AR NO 17305 DATE:/ 02 17 21 DATE: SCALE: 1 /4" =1' — 0'M SHEET -A1 f t a x M k Y4 �F Y 1; K NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP r i r YE R INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and Plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT �- J' THICK, 3 COAT CEMENT PLASTER �- METAL LATH -WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING T (FRAME) LEGEND DRAINAGE PLANE (WRS LATER *I, STUCCO WRAP) WRB LATER #2 (FORTIFIBER — - — - — - — — 5UILDING PAPER) METAL LATH x—x—x—x STUGCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO SE PER SECTION Ri031.1 / ASTM C-84i-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITT OR NOMINAL LATH DOES NOT MEET SPFC:IFICATIONS) MEMO (am BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1\ 6" SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. 1" IETEF VERIFY LO STUCCO FINISH ro" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP d SIDES TENT ( BLOC r- — — — —1 7 F- -1 NOTE: I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.TS. AAA I V Nt-_C.t_-IYt STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BAGK- ROLL PRIOR TO ELEC. METER INSTALLATION .C. METER FIELD 21FY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ini-_at At cti ICC It /n SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEf=1 I1 ST *13 I/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER •!, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a T' O.G. MAX S' CMU �Ye' 70 ' MID -WALL Yi WEEP SCREED v � 4 W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY D HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES a WRB LAYER 01, STUCCO WRAP WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5UILDING PAPER COATING OVER .. (SEE TYPICAL WALL Irl 1: --METAL LATH - ( ) ELECTRICAL RECEPTACLE Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com IIIIIih AA #: 0003325 00 SUSDIV. & LOT: CREEKSIDE PHASE 2 LOT #122 PROJECT# 04321.201 122R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASS]JMBLY DErPAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA FEB22202 = MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 02 DATE: / / SCALE: 1 /4" —1' — 01 SHEET 4 1' ' LEGENID- [DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - SUILDING PAPER) METAL LATH x x x x STUCCO WOOD OR -1/1(0" ZIP WALL 5NEATHING SELF-ADHESIVE FLASHING - - - - - 2 1 /2 ° 1� CORNER BEAD CORNER BEAD (FASTENER 8 SPACING 6 -1" O.G.) Ci" IU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED D IRECTL'r TO MA5ONRY @) BLOCK Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HW) A I -A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 32 1-502-3591 www.abdosigngroup.com AA #-0003325 \o� V1 A Rb o SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #122 PROJECT# 04321.201 122R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 1 FEB 2- 2 29h MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 17 21 SCALE: 1/4"==1'-0" SHEET T/V A3 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 8 STICK DRIP EDGE 1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP Y8" FROM STUCCO, 1" FROM WOOD WALL 1� EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY Tr - \1 D,� �L�VTION AN A 1 METAL FASCIA WRAF' 2X6 SU15 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) �— 11/8" TEXTURED FINISH w / WOOD, 1/2" TEXTURED FINISH e CMU ` 2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB SAND 2" OFF WOOD WALL '/8' TEXTURED FINISH a WOOD, 1/2" TEXTURED FINISH m CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) WR5 LAYER °2, FORTIFIE5ER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/126 NAILS roll-8" O.C. MAX. 2x SUB -BAND W4/2"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Q WALL SUB. BAND DE`P_AIL (L3) WALL WKIC K--OUT 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/lY"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Cu Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdf,signgroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #122 PROJECT 04321.201 122RI MODEL: 4EBB "1828-- CALI" GARAGE SWING: LET T PAGE: WALL ASS E MBI,Y DETAILS: SUB-13AND 160 MPII EXP. C ARCHfIECT STATE 0 FLOR�IDA mil(/ t:E6222021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02/17/21 SCALE: 1/4"=V-0" SHE�ET� n V G AIS 39'4, 28'-8" 11'-0" FOUNDATION NOTES X-4" 15'-10' V-6" 9'-8' '-4' 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2, TOP OF FINISHED SLAB SHALL BE +_0,_0". 3. COLUMN AND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +44", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ' 3 TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS 7.1 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: FM-12X18 FM-12X12 PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS; STEPS, 1 AND SLOPES WITH ARCHITECTURAL ' 1.1 cc DRAWINGS. 1 o N I I 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. CONC 4" N 9. WINDOWS DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE �1 SLAB a LL N 1 0o WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS OJ � AND WITH THE MANUFACTURES SPECIFICATIONS 1 F-24X24 1 31/2" v> �_ a � I 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.113INDICATES #5 BAR, OINDICATES #6 BAR,MINDICATES #7 BAR VERTICAL . 10 REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINS :BARS SHALL BE 1.190° HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN STANDARD ' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 2 I EXTEND FM-12X18 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48BAR DIAMETERS (#5 = U - SLAB 1 1/2' 1 30 , #6 _ 36"), AND REINFORCING SHALL BE CONTINUOUS. O a I 1.1 I 13, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL v REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE zr) SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS Ni • BEEN DELETED UNLESS NOTED OTHERWISE. 1 I 14. VERTICAL REINFORCING IN CMU SHALL BE #5'3 AS SHOWN ON THIS PLAN UNLESS 1.1 OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION T C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE ,�0'-0" REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMM(;,NTARY: CONSTRUCTION Tp OF SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" SLAB I MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. o Co ro MESH IN THE MIDDLE TO UPPER OF SLAB SUPPORTED co LN s 360' O/C MAX D ED E PLAN FOR S WWMSIZE. N INSPECTOR NOTE:' • I LL I . 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING I L CODE, RESIDENTIAL, 7th EDITION _1 cc I _X N I` C9 !7 15'-8" 5._0 191_01, 4" PVC 1 - CHASE��,�� _ 1 4" CONC SLAB NEl a 1 T- " 4„ 2'-8" I ro TOP OF SLAB 3,_0„ 5 m 3,_6„ N I (D IW 1 off. N � N W N 16 O I J U) 1 io EXTEND 1 I . 2 SLAB 1 1/2" ' 1.1 r-----1 I 1.100FM-12X18 w I- F 4' CONC.I . N N Ia W SLAB u 5 1/21' 3, 5, _ 1/2" I �� a *3 1/2" 4:71/2" 2 o LL op ----J III 1Cc1.1 1 1 FMC-12X18— — FM 12X18 —� FMC-12X18 L 1.1 FM-12X18 b 4 4 1.1 1.1 2'-8-P 16.0„ 2'_8" 3'-10" 21 -4" 4'-4° /of10'_2„ 39'-8;, r, N 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 I LONG TE-1 8" SEE PLAN 101, - s (+)0"-0" FM-12x12 12" CONTINUOUS 12' (2) #5's FM-12x18 12" CONTINUOUS', 18" - (2) #5's (+)0.-0" FM-16x18 FMC-12x18 F-24x24 16" 12" 24" CONTINUOUS CONTINUOUS 24" 18" 18" 17--777f - =777 (2) #5's #5's s #5 IN CURB _ (+)0"-0" VARIES (-)0"-4' SECURE STRAP 1 CONIC.W/ SIMPS❑N WE ROLL STRAP OR ABC UNIT (2)-3/16'X2' EQUAL 2 EACH TAP —CONS CORNER OF UNIT FOUNDATION PLAN SCALE: 1/4" = T-0" C❑NC, SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance ® Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH:321-802-3591 v1 ,,rw.abdeSigngroup.coni AA #: 0003325 fll 1 ; mti, '1 3 i z X4 I k y e IR, e StMDIV. CRE,EKS1DE PHASE 2 LOT #12 PROJECT* 04321.201 122R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C .EY> ARCHITECT: STATE OF FLORIDA i ' FEB 2`�IUY % MICF�A�L AN, _=44SON AR NO 17305 PRINT 02/17/ 1 DATE: SCALE: 1 /4"=1'-1 p"' SIMET Qa Q ~ in U J Q U) Z - p 0 M EXT. PORCH SLAB W/ 1/2" ISOLATION / JOINT (WHERE f APPLICABLE) z_ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREME TS F--I III 6" CMU WALL aa SEE SLAB SCF d' e , 4" CHAMFER (1STORl 6" CHAMFER (2-STOR) SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO-FO J BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS; 2- WS; 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 W\2UDS - WALL W/ SYPE PLANS FOR SE BTM. PLATE TPROVIDE DBL +_ 0'-0" TOP OF SLAB SCALE: 3/4"=1'-0" LE TOP OF SL BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" NG 2" CAPPED GALVANIZE D PIPE W/FLANGE @ BASE M SECURE FLANGE TO SLAB W/(4 1/4" X 2 1/4' TAPCONS #L :3/4"=1'-0" VEZZIFY HEIGHT OF WALL W/ PLAN PR VIDE BLOCK G RE B . PLATE TO L / d MASONRY IN TAGGERED.' IONAL METAL NECTORS NOT UIRED WHEN NO UP IFT IS PRESENT. -SEE SLAB SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE BAR QUANTITY INT IOR FOUNDATION OD WALL 9' / IfSCALE: 3/4"=1'-0" (N ONjP L I FT) STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND ❑ y SPACING REQUIREMENTS F•- Q W mU W a_ Q p m ' 8' CMU WALL z +_ 0'_0 TOP OF SLAB .n - a x VARIES e a SEE SLAB SC REDUCE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION e ' 6" CHAMFER (2-STORY) JOINT(WHERE is SEE SCHEDULE APPLICABLE) z_ 4. FOR WxD, BAR SIZE AND BAR QUANTITY Cq EXTERIOR MONO -FOOTING ' V GARAGE SCALE: 3/4"=1-0" 30" MIN. EACH WAY MONOLITHIC FOOTING >v P � P P b� P. �• P v. FM n CORNER BARS, SAME SIZE AS LARGER BAR v PI. 1 IN FOUNDATION WITH 30" LEG EACH $ ! III WAY AT ALL CHANGES IN DIRECTIONS ..P"I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS LLL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE I WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION �\ CORNER BARS DETAIL P TOP LATE A MIN. OF 48" P— A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD W 2x4 OR 2x6 D BEARING WALL W/ SYP NEW REINF. BAR No 2 STUDS SEE PL S FOR Ci IL SECURED W/ 2- PART SPACING. SINGLE BT PLATE a Q EPDXY. MIN, EMBED TO BE PT PROVIDE DBL. OP I I 8" 1 PLATE Q p FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 SPECIFICATIONS FOR BTM AND TOP PLATE Tm USE AND ANCHORS W/ 1Od x 1 1/2" v OF COMMON NAILS FILL ALL Z HOLEARATION HOLES, DO NOT USE 10d z in VERIFY HEIGHT OF WALL W/ PLAN i— PROVIDE BLOCK/II PLATE TO SLAB W/ YfEDGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC J x3' SEE SLAB SCHEDULE QQ TOP OF SLAB l 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION i SCALE! 3/4' =1-0' Cvl�l�'=R .. 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8" CMU SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD jA CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB E SCH ULE 'WxD, BA SIZE BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P SCA :3/4"=1'-0" � e A • a a �.e EQ. EQ, SEE SCH ULE FOR WXD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WP SCALE: 3/4"=1'-9' (W/ U P L I POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP-) •f 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" tr MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO �7�t LL CONNECTION a1BLOC „=1'-0„ RB FOR iSONRY ITS SET 1ELEV� RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V LAP TOP: PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. w SEE SLAB SCHEDULE +- 0,_0„ TOP OFSLAB44 .' ' d a . As a < EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOODWALL $ SCALE: 3/4„=1'-0„ (NO UPLIFT) Reviewed for Code Compliance Universal Engmeenn I: Sciences i 2194 HWY A -LA. SUITE 301 IN,DIAN HARBOUR BEAQH; FLORIDA 32937 PH: 321802 3591 www. a b d esi gnigrou p. con, AA #: 0003325 30077. ' CREEIKSIDE PHASE 2 LOT #122 PROJECT* 04321.201/122R1 MODEL: 4EBB "1828--CALI" PAP ACiE SWiNr ,A LEFT PAGE: DETAIL' ,160 M1111 EXP. C 14rHAEL I ANDERSON v„ AR NO 17305 fl PRINT a: DATE: ,`'02/� 17 1 , SCALE: 1/4"=l.' O' SHEET y� . 1A 2194 HWY A1A. SUITE 30 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www. a b d esi gngrou p. co n- AA #: 0003325 <r -am, i, �x �pY �\ Ij X a �r§Yk CREEKSIDE PHASE 2 LOT #122 P.OJECT# 14321. 201/122R1 DDEX14 4EBB "1828 - CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPf EXP" \ STATE OF LOFV - A -ram Reviewed for code i Compliance Universal Engineenng Sciences MCHA�4�;� AR(��mON AR Iai7,30, PRINT 2i17 02 / / DATE: SCALE: 1/4 11=11- 01� SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND BEAM VARIES PER ELEV z .4 ° N T a a T i ° .° 4 1. a a_ J p CL N OUT REQUIRED ° FOR NSPECTION q m ' 00 V •' a O L O � s 0'4" FIN. FLR. ° TIE VERTICAL REBAR. < • d ° °d e ° . TO HORIZONTAL °' ° a REBAR W/ 10" HOOK a - A. .. Z_ K W> �0 CO U A' BA R SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0 8: Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q a SPACING REQUIREMENTS s m v d. J O m Z — 8" CMU WALL 0 A SEE SLAB SCHEDULE EXT, PORCH SLAB a 4. a 4" CHAMFER (1-STORY) W/ 112" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE •- APPLICABLE) Z ° MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING' SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 4 +- 0'-0^ ---,1 a - < < '4" TOP OF SLAB a :°a a °a 'a 4. 4 4 a . a 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING SC LE 3/4"=V-0„ ' OF SLAB Z rl� W BAR SIZE 48 BAR DIA. #3 18' #4 24' #5 30" #6 36" #7 42' CMU UNIT DIMENSIONS it o0 ARE NOMINAL SIZES t MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 2194 HWY ALA. SUITE 301 INDIAN HARBOUR BEACH. FLORID/\ 32937 PH: 321802 3591 www. a b d,�s i g ngrou p. con i AA. #. 0003325 A r NN\ 11 u"k z. \N 1MO \ ov SUBDI'V. 8e LOT,� �. CRE EKSIDE PHASE 2 '. LOT #122 PROJECT# 04321.201 122�Z2 MODEL: 4EBB "1828--CALI" GARAC3•E S WING' LEFT "a PAGE: DETAILS 160 MPH EXP. ARCHrrECT- STATE OF FLORIDA Reviewed for Code - �- Compliance Universal Engineering ! 2_r',� Sciences.r WkAPL—C� AN ON AR N6 Ti3fi5 PRIT DATE: 02 17 21 SCALE: 1 /4" fl— O" SHEET S1e2 'i! m n t.. FRAMING NOTES: 1, U.N,O, ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO E PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER F STER 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 CHOR S OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER CCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. IVSCHEDULE RRRRRM INDICATES OPENING BELOW/ T.O.B.=TOPO� OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1.) #5 N/A I — GROUTED SOLI � EE SHEET 2.2A FOR SAFE LOAD TABLES .1 8 F 16-1 T/0 M/0B 8 F 16-1 T/OM/0B S F 16-1 T/OM/OB OEM 0 0 0 I LL GT °° ;, 8F24-1T/0M/0B t. t t N _ m 0 o m F 0 2 m co ¢, U- .3 co LINO, PROVIDE B81 WHERE x ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8" UNO. P J 4-.J 11 1 1J J U t11Y1 1 Ail", -SCALE: 1/4" = 1'-01 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321902-3591 www.abdesigngroup.com AA #: 0003325 1: f ft aa\ \Aft d 1p t 3 \ ` k'A '44 1 a �V�i,. �l� tag _0' my - U d Y� SXMDIV. CREEKSIDE `. PHASE 2 LOT #122 PROJECT# 04321.201 122R1 MODEL: 4EBB "1828-CALI' GARAGE SWING: LEFT, PAGE: LIFT BEAM! PLAN AND NO'I'ES 160 MPH EXP. C11 ARCHITECT: STATE OF FLORIDA FEB'2 1 209, f l l f� i %41r aA F7:_. C. AEI bN rDiTE: RIT 0 17 21 CALE:1/4' =110' SHEET S 2 x8' fih NOTES TO THE INSPECTOR/CONTRACTOR TYP.8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM #5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING REINFORCING (L2) HEIGHT. �\\ 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPIGTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' CD �p P� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM d Q COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH 1 #5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM ------------ 17 TOP OF THE LINTEL 81, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK P65 F�G� 8x16 DBL. BOND - TOP OF BEAM W/ (1)#5 BAR .' BOND BEAM S �\O EACH COURSE ' G 8x8 BOND BEAM TOP OF • Q�G�\� - W/ (1) #5 BAR BOND BEAM �- OF F = FILLED W! GROUT F1130' TYPICAL I �Y\ U UNFILLED GROUT SOLID FROM TOP �I1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING W11,_�` JI/J # OF #5'S, IN 2ND BOND f L; WIDTH BEAM, IF FILLED LINTEL #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 6-1 T/ 1 M/ B 8x8 PRE CAST CONCRETE J NOMINAL—�� LENGTH OF1BAR g WIDTH OF MASONRY LINTEL W/ $Q HEIGHT #OF#5'S,TOP OPENING-2' 1 CORNER E R IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION . 1 Fp THAT XFXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE SCALE 3/4"=1'-0 F* �., REINF R/-�ING F BOND BEAM AND XFXX 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W!O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 314"=1'-0" TO PLAN FOR LOCATIONS AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T—OP LINTEL OF OPENING AND XUXX- 1T/0Mf0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL jPRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)1-3/16 j TAPCON OR DRIVE PIN (MIN SHANK SIZE 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT, 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 3 19' � 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST d OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE 300 SILL 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) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") B" FROM EACH END AND SECURE TO SHEATHING W! 18' O.C. MAX MIN 1-1/4" MIN. 2-12d PER BLK. EA. END I" EMBEDMENT V/ TYPICAL MASONRY WINDOW 7/,CMU WALLUWALLHEATHING SILL CONSTRUCTION ARCHWAY FRAMING DETAfL I� 5 li I A� F f Ida SINGLE #5 CORNER ar BAR, 30x30 TURNED UP ' OR TURNED DOWN INTO STEEL REINF OF FILLED CELLy b BOND. BEAM, u 4 4 fk C! o Reviewed for Code Compliance Universal Engineering Sciences PROVIDE #5 BAR STEEL REINF. OF EACH SIDE BOND. BEAM O LEVATION CHA E CHANGEIN ELEVATION OF BOND BEAM I SCALER/4"= G; i I Err, 4? I - �iz� 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www:abd osi gngroup.com AA #:0003325 aT I I r,. L �I I )• 4�1 ARCHr ECT- STATE OF FLORIDA WHA,EF _-c ANDERSON AR NO 17305 DENT s�A�ie• 102/17/21 SCALE: 1 /4 1'—'0„ SHEET S 2 1 1 yz. 1 IN 1 = ■ "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSIT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 &S-W 16-1T/OB tTIOB tT/OB 1T/0B 024TIOB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818.1T 0116-lT WO-ITa/24-tT a/28-IT 8/32-11T 818-18 16-1T11B 1T/lB 1T/113 1T/1B -1THB a/a-2T 8/1a•2T alzc�2T ar24.2T arts-2T =22T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST _ 1589 3524 4394 sm61322 7001 2465 6113 6385 7708 9037 10000 1569 3524 _4394 5263 _ 6132 7001 4'-0" PRECAST 1065 700 2306 3126 3945 4765 5W7 4'-0" PRECAST 514 763 4'-0' PRECAST 130 3060 3815 --- 4570 W25 6079 7981 6113 7192 6524 7627 8751 1363 3060 3815 4570 _— 5326 eo79 4'-0" PRECAST 819 533 1770 2400 3033 36M 4300 4'-0" PRECAST 398 591 4' PRECAST -0" 1207 _ 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 _4711 5379 51-4" PRECAST 931 1247 1999 2580 3123 36M 4249 5'-4" PRECAST 411 411 5'-4' PRECAST 1016 1808 _ 23'74 �--- 2944 3513 4084 1319 4460 7196 7342 5780 0259 1016 2276 - 2N38 3399 3961 4084 5'-10" PRECAST 817 1024 1631 1 2090 2549 1 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3603 SIM em s548 5776 929 20M 2593 3107 3620 4133 6'-W PRECAST 692 1139 3227 3031 3707 43e3 50s1 6'-$" PRECAST 410 721 6'-0" PRECAST 835 1201 1518 1955 2332 2709 1139 3227 4596 7054 10000 8825 835 lase 2320 -1161 2790 3251 3712 T-w PRECAST 570 938 2498 2205 2898 3191 3885 T-0" PRECAST 303 534 T-W PRECAST 716 900 1462 1743 2025 938 2498 3408 4864 7067 Nn 727 1624 2025 2428 2827 3228 9'-4" PRECAST 428 W3 15N3 22M 2461 2818 2621 9'�" PRECAST 192 384 9'-4" PRECAST 454 586 767 _ 948 1129 1310 on 1674 2298 308t 4099 4899 572 1378 1643 — 1909 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 101-V PRECAST 356 468 612 755 a99 1042 560 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 1 V-4w PRECAST 330 544 1312 1742 2252 2888 3880 11,40 PRECAST 132 417 1 V-40 PRECAST 430 4W sm sm T- 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 2556 3191 12'-0" PRECAST 111 370 12'-0" PRECAST W3 36s - 476 � 587 698 783 507 1210 1596 2048 2586 3171 440 940 13W00 1580 1314 1470 13'�" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'�" PRECAST 308 303 - 393 484 575 645 414 1046 1365 7732 2316 28p5 398 780 1057 1312 1071 1203 14'-0" PRECAST 254 3W 978 1272 loos 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 528 609 390 978 1272 1606 1950 23� 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 46S 1079 1429 t824 2277 2712 246 _863 980-- - 1237 1474 1715 15'�" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'�" PRESTRESSED 224 387 - 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 we 1134 1353 1672 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 17-4'" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 _326 365 451 567 880 300 856 1121 1413 1739 2047 102 506 720 _ 501 1135 1312 19'-4" PRESTRESSED N.. R NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19�'" PRESTRESSED 162 286 348 430 513 595 235 738 959 1200 1467 1716 166 429 623 803 950 1098 21'�" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 -- — 381 454 527 180 598 833 1039 11s8 we 142 373 537 090 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 765 550 784 992 7203 1367 137 358 513 _ 859 _^. 779 90o 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 - 174 245 302 380 418 129 450 654 824 1014 1147 124 319 456 581 _ 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS 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 I Compliance wd Universal Engineering Sciences 2194 HWY A LA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.coni AA #: 0003325 v \\o� v hkt o�� :,. w \\ \� i1 3 Div. LOT: CREEKSIDE PHASE 2 LOT #122 PROJECT# 04321.201 122R1 MODEL: 4EBB "1828--CALI'r GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB'"2 L Lllil �: MICHAEL C: ANDERSON AR NO 17305 PRINT 02 17 21 DATE: / / SCALE: 1 /4"=V-0" SHEET S2.2 I A jh •4J b� x4 3n z FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10 X 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO OD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TC 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 TRUSE 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 HE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FIN L TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECUREQx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE S EON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-4% FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GA BLE 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 ASA GUIDELINE FOR CONSTRUCTION AND DON T NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERE NCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC NCCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL T USS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL C LUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS W/2X6. BOTTOM CHORD END JACK TRUSS BOTTOM CHORD W/MIN (4) 10d NHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION TRUSSES W12X4 BOTTOM �HORD DIAGONAL BRA( INGIB TTOM CHORD BR CING DISSIMILAR BOTTOM CHORD BRACING 0 END TRUSSES W/2X4 BOTTOM CHORD GIRDER/TRUSS TRUSSES W/2X4 Wl2X6 BOTTOM I BOTTOM CHORD CHORD DIAGONAL x4 SCAB NAILED TO IAGONAL BRACING/BOTTOM RUSS BOTTOM CHOR BRACING/BOTTOM CHORD BRACING /MIN (4) 10d NAILS CHORD BRACING OR EACH CHORD CONNECTION B DISSIMILAR BOTTOM CHORD BRACIN ®MID RUN 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 BRACE TOP OF WALL. N z 0 z m 0 0 x U i 0 0 N u 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 E JJJ I,• u r 8 I ��# I II P .c_ 10\11 44� �j I ? i ftkb�\ ? ti c J STATE OF FLORIDA y 11-RCHAEL O. ANDERSON f R NO 17305 FIE" NT �E: 02/17/21 ,CC--LE:1/4"=V-'0 ;ml TT ✓Tyy FRA MINK P-TAN SCALE: 1/4" - 1'-0" S3 i� w s x, / v fi X, ;u { ENGINEERED WOOD TR SSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIE" SHEATHING A-(1.) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" 9 1, ( 10d x 1 NAILS T O TRUSS z PLYWOOD SHEATHING, SEE 1 SIMPSON Al ( ) HETA16 # 1100 UPLIFT SIMPSON -- B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH I NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO (12) i6d x 1 12" NAILS TO TRUSS ? SHEATHING FASTENER SCHEDULE" (9) 1Od x 1 1" NAILS TO 6 , 8" x 4'-0" MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS EACH SIDE WRAPS UP AND DBL STRAP,TRUSS GIRDER. PROVIDE 5" W/ 1 Od NAILS, 2 ROWS, 3" CONT POURED OVER TRUSS (NOT SHOWN} MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 J" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W! 10d NAILS, 2 ROWS, 3" CONNECTOR .. OPPOSITE FACES OF WITH (12) 16d x 3 z" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4"x21/4" 1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN O TITEN2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. s WITH (4) 8' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 2x SECURED W/ " 4" x 2 2' TO GIRDER GALV. COMMON NAILS NAILS. ENGINEER D WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 1 Od TRUSSES 24" O/C, 1x2, 2x WOOD FASCIA (2) 21" x 5" TITEN HD TO CMU AND (18) SIDS 4" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" [, p 12" O/C FOR REVIE 2x SECURED W/ (3) 16d 2) SIMPSON C{2} SIMPSON FGTR GIRDER TIEDOWNS WITH I AND APPR VAL GALV. COMMON NAILS. (2) Z" x 5"TITEN HD TO CMU AND (18) SIDS 4" x 3" s 1x2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BE ENSURE THAT CELLS ARE GROUTED P MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) ALLLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN, 6 2" COVER &2" APART CALLOWABLE UPLIFT =U:2705LBS (2PLY) CALLOWABLE UPLIFT =8885LBS (2PLY MIN-) REPAIR OF MULTIPLE TYPICAL TRUSS/ 1 a 1 b 1 C. C TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR � GIRDER CONNECTO SCALE 3/4„=1'-0" (S) 2a 2b 2c SCALE:3/4"=1'-0" SCALE: 3/4"=1'-0' ' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT L COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING n 0'4" TO 30'-0" (1) "X" BRACE SEAMS) h 30'-1"TO 60'-0 (3)„X"BRACE SECURE PT. PLATE (1) "X" BRACE @ CENTER TO W// 1 $'-0" MAX (W/1X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR R BOLT WW1/ 2' FROM CENTER TO END OR 10'-0" MAX (W/2X4) WASHER SET IN HIGH - 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX cn V a PLAN FOR LOCATION TRUSS ENG) CONT,2x4 SECURED W/ o _j MAY NOT BE (2) 1 Od's @ EACH TRUSS iv F d REQUIRED TO BE INSTALLED @ 10 -0" O C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES 4. SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6'-0" OIC --- END WALL OR OTHER( MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF LI 1U-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALLW/ GABLEEND L a INTERSECTION TYP. G BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SGALE:3/4"'`°' 6 SCALE' 3/4"=1'-0" I� NOTCH DEPTH114*D THE USE OF ALTERNATE MATERIALS MAY BE 0 HOLEEDGE " USED SO LONG AS THEY CONFORM TO THE HOLE DI I' DIAMETER FOLLOWING < 2/5'D SGL ST GL. STUD D OUTER 1/3 OF SPAN ONLY 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS H OLE EDGE >5/8" EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 1 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO rr; A SIMPSON H10A OR LGT2: ROOF TRUSSES ARE SUBJECT TO UPLIFT F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'13 DBL. STUD Reviewed for Code Compliance 91 Universal Engineering Sciences STUD NOTCHING ALTERNATE MATERIALS 11 AND BORING LIMITS SCALE: 3/4"=1'-0" -- 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802 3591 wwvv. a bd es i gngrou p. com AA #- 0003325 JIMIV. 8e LOT: CREKSIDE PHASE 2 ti LOT # 122 PROJECT* 04321.201 122R1 MODEL• 4EHB "1828--CALI" C�ARAGE SWING: LEFT :SAGE: DETAILS �1 160 IA41'1] EXT. C ARCHPFECT STAME OF FLORIDA FEB 7 2�021 A AR, �,,40 17305 DATE j 02/17/21 SCALE 1/4"=1'-0' F, SHEET S�i.IA ,:;# .- 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 g LOCATION € SECURE 2x6 PIT -PLATE TO BLK W11/2" D,A. ANCHOR BOLT W/2" WASHER SET N HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GAB E TO 2x8 P:T. PLATE W�' 12d' 8' O.C. MAX I jl u CONC. POURED — LINTEL COURSE —PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN " — CONT. 2x4 SECURED WI (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3t4"=1'-0 Reviewed for. Code Compliance Universal Engineering 91 Sciences al 2194 HWY A-tA, SUITE 301 m INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 3�1-802-3591 �1 www.abdesigngroup.com AA #: 0003325 em 10 i 4 a i) SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #122 f+ PROJECT# 04321.201 122R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: l Gry DETAILS �L 60M 11 EXP. C ti ARCHFrECT. gyp. STATE OF R-ORIDA FE92_2 202f: MIS: C: ANO ON AR NO 17305 ENE: 02 17 21 it SCALE: 1/4"=1-0 SHEET 11131 II ppppppppp ppppppppp VTCR SPACING c1 EACH ) AT END ppppppppp p p p ppp p p p p p p 2x4 BLOCKING BETWEEN TRUSSES I VTCR AND 6-0" O.C. MAX. p (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'4' O.C. (AT SHEA1 HING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 7 0'4' TO 30'-0' (1) "X" BRACE ppppppppp 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS �� p p I p p pppplpppp (1) "X"BRACE @CENTER p p p p (2) "X" BRACE DIVIDED EQUALLY STIFFBACKAT 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. SIDE VIEW lx2, 2x WOOD FASCIA CONNECTION PER SEEARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 2 " O/C, 1x2SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV- COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C ANDAPPROV L SECURED W/(2)12d's @ PRE—ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CQNNECTION SEE SCHEDULE GABLE END PRE—ENG'D TRUSS 2 W/ H I P RETURN SCALE 3/4"=1'-0" i Reviewed for Code 91 Compliance Universal Engineering Sciences r 1 2194 HWY AIA. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdiesigngroup.com AA #,: 0003325 RCHF ECT STATE OF FLORIDA - _ 18 2 1U11 AR NO 17305 PINT 17 DATE 02 21 / / SCALE: 1/4"=V-0" SHEET S 3 e 1 �_� GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM YO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD:'.. A' "A' BLE-END ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN N STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOODFOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, 3E 2N 3K 3R I 2N 3E a API 318'-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE ' CRIPPLERS,. SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1.100 PSI AND A MODULUS OF FOR STRUCTURAL UCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE "'kkk CbLD-F'RpRIVED STEEL STRUCTURAL MEMBERS 2016, ASIDE 7-16 AND AISC SPECIFICATIONS DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE. TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ® SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ®® 0' ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY ® ®® O ® SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING,. AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF. FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT. DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT ® 0 0 ® EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN OF HEARTWOOD. 0 0 0 ALL DIMENSIONS AND CONDITIONS %' MUST BE IN THE FIELD. DO NOT SCALE THE - DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020,7th EDITION. SEE NAILING SCHEDULE ON PLANS. ® O ® (a° 0 TO THE',ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS /-\ OR THE '!WORK. ARE NOT PART OF THE STRUCTURAL PLANS. AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER 2E O 2R 2R 1( 1 2E ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 `J THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING "A" • A" "A" r7 A" r IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE N DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED 0 O O DURING CESTO INSURE SAFETY C THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. � ®0 DI�RING.ERECTION. THIS WORKINCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,. - 0 O ® 70 TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL O O 0 TE CO q TRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE. WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR ® ® ® 0 RE IQUIR MENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O O O O O 0 O 0 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WO K PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL ® „00 0 O00 0 0 v GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446lA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL 2R 0 ® ® 0 2R r. ® CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL 0 .P STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' 0 O `� AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S m 0 'D 2R OO ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent WOOD TRUSSES. 7 V ®� 0 1 0 0 0 0 .rA ® TYP. MIN. LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non -concurrent #5 BAR 30" #7 BAR - 42" 190 0 ® 0 O O 0 O ® PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF ® O O p ® ® iq' DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR d� I 0 O0 u., 7 15 psf TOP CHORD 20psf TOP CHORD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88 1990. * (7 psf w/ ASPHALT SHINGLES) (10 psf w! No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD' THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 3 v V ® ® ® 0 �_4 2E v ® V DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT 'Ik BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. HIP ROOF _-A . STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERSDOWEL ROOF FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR B �'- - WIND DEAD LOAD SPEED =160 MPH 3-SECOND GUST FARING ROOF WIND DESIGN PRESSURES III (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL NET (GROSS) _ASCE 7 16. LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE 1 = 23.79 F SF (33.79) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ZONE 2 = 39.48 F SF (49.48) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ZONE 3 = 67.16 F SF (77.16) VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND .A FULLY DIMENSIONED ERECTION "A"= W-O" END ZONE DISTANCE 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. WIND EXPOSURE: "C" SHOP' DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY RISK CATAGORY: II STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF HE CONTRA WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE PRESSURE COEFFICIENT +- 0.18 COMPLIANCE WITH. THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH., ELEVATIONS, DIMENSIONS, ETC PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY. THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90,.GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE. DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT FOR DIAPHRAGM ROOF/ WALL/ FLOOR DR 1IN S SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR ASPHALT SHINGLE ROOF, USE MIN 1 AND STRUCTURAL SHEATHING OF REPFODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. H EXP 1 (4 RUC FOR SHEATHING ENT IN E TILE AND METAL ROOFING, FOR IE MIN. SHEATHING WI HOU THE. EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 19/32" ST RUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL. HAVE A MAXIMUM 3/8" AND EDGE SPACING) SEE DETAIL FASTENER SCHEDULE WF' ITING�BY THE ARCHITECT. : COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN TO CONSOLIDATE GROUT. NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF 11 r_AQI I= �Kln NAIL REQUIREMENTS FgIUN ATION/ SITE PREPARATION: SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING ( 16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING - EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C.AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O C. INFIELD ZONE 3,3e, 3r: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @ co Q I l BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING OTE: GABLES -DROP GABLE END & (1) ADD'LDROPPED TRUSS 2x4#2 SYP OUTLOOKER RAFTER W/ BLOCKING 6"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SY LOCKING @ 16" O.C. FIRST BAYS W/(2)12d NAILS EA. ND. ATTACH ROOF SHEATHING TO RAFTERS 2/ LOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' T BLE FOR FIELD SPACING �# 2" DECK SCREWS @ 6"-8" O.C. MAX @ E GES & 12" O.C. MAX IN FIELD. UNTFIREADED S ANKTO EXTEND BEYOND THICKNESS OF 5 B-FLOOR SHEATHING ^•� � I. TYP. 3/4" T&G SU FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf;. FOOTING TYPE "M" OR 'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS E AND SLAB SUB -GRADE SHALL BE COMPACTED G A DRY DENSITY OF AT LEAST TIN OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. -HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SHALL BE BE THICK UNLESS OTHERWISE NOTED REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO yrL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. TH OWNER SHALL RETAIN THE SERVICES OF ANINDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY FILL:,MU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SU CESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GE -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE AND AS DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THATTHE MINIMUM DESIGN BEARING CAPACITY, AND THAT COMPACTIONREQUIREMENTS HAVE BEEN METSHALL STRUCTURAL STEEL BE MADE BY THE GEO TECH EN ER PREQ - GINE THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE WNCRETE• SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRE 9TH.EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM E SHALL ACHIEVE MINIMUM 28. DAY COMPRESSIVE STRENGTHS AS FOLLOWS U A36/A36M, Fy = 36 ksi FOR. ANGLES, PLATES, AND V%LSHAPES. STRUCTURAL TUBING SHALL BE ASTM ~ 2,500 A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL. BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,0 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 0 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.. m CONTRAS'IOR ,JI ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CO CRET9PLACEMENT. OTHER BOLTS SHALL BE AS CONCRETE SLUMP SHALL NOT EXCEED 5" H- PRIOR TO THE ADDITION OF PLASTICIZER. TM F3125lF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRET SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC CONC�2ETE ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER ISADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A, DELAY IN SUCH THAT A BATCH IS HELD FOR. LONGER. THAN 90 MINUTES, THE. CONCRETE SHALL NOT BE PLACED. IT SHALL - - BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON�COMP� IANCE WITH THE ABOVE JIRED CONCRETE COVERAGE OVER REBAR SHALL SEAS FOLLOWS: A. 3" F DR CON - CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): ( B. FOF CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. -1/2 FOR #5 AND SMALLER FOR #6 AND LARGER C fOr CONCRETE NOT EXPOSED TO WEATHER Reviewed for Code 3/4" FOR SLABS, WALLS AND JOISTS - Compliance liance lianceedn4 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Universal - Sciences •I OR DECKING GLUED TO ALL EXPOSED MEMBERS � II FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION. .SIZE TYPE SPACING REMARKS. APPLICATION .SIZE TYPE. .SPACING REMARKS 1x2 PT FURRING TO MASONRY / CONC. CASE HARDENED COIL 8" O/C GARAGE DOOR BUCK 114" DIA TAPCON MASONRY NAIL 1 112" LONG. TO MASONRY/CONE NO WASHER FASTENER fill O/C 1 1/2" EMBED., 4" END DIST. 1 1/2" EDGE DIST SGD, AL. EXT. DOORS CASE HARDENED COIL 9"9/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 112" CIA W/ iX PTSEE NOTES , NAIL 1 1/2' LONG .STAGGERED INTO MASONRY/CONC. TO MASONRY/GONG. WASHER EXPANSION BOLT 24" O/C 4" EMBED., 4" END DIST, 3" EDGE DIST. WINDOWSUCK Ix PT BEE NOTE CASE HARDENED COIL 91,O/C WINDOWDOOR)FASTENED METAL STRAP TO CON TACT THIS FOR NAIL LIT LONG. STAGGERED.. INTO MASONRY/GONG. MASONRY/CONC.. .SPACING (�ENGINEER REQUIREMENTS EXT. SWING DOOR BUCK 2. PT, SEE NOTE 8 (2) 3116"0IA: NO WASHER "TAPCON FASTNER 18 " O/C 1 112" EMBED, 8 END. NON BEARING WOOD 12"° EXPANSION 4" EMBED, 4" END DIST., 1 112" EDGE DIST WALL TO: CONC. SLAB W1. WASHER BOLT 24 O/C. DIST, Y EDGE DIST. P2x PT WINDOW BUCK PT TO STEEL COL., SEE 0.13V PAF x 21/8" 9" O/C 4" END. DIST,. 1 112" NOTES W/ WASHER STAGGERED EDGE DIST NOTES -1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS - 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING. DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR'NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOORFRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 a,4UBDT Ae T: CREEKSIDE PHASE 2 LOT #122 PROJECT# 04321.201/122R1 :MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT "PAGE: m 1 ETAIL-D ARCHITECT: PATE OF FLORIDA v� ,16CI EL C. ANDERSON yl; m AR NO 17305or DATE: SCALE: 1/4"=V-0" .. , I SHEET S I