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Home My WebLink AboutBuilding Plans• STATE OF FLORIDA DESIGN CRITERI1,: CERTIFIED BUILDING CONTRACTOR: 9FLOM BMDING CODE, RESIDENTIAL, $TH EDITION (2017) IsPALL LOCAL AND STATE CODES DR HORTON HOME'S 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDER80N AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY Al A, SUITE 301 INDIAN HARBOUR BEACH, 'FL 32937 Tel: (321) 802-3591 DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION .(AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR -ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS 'IN A TIMELY MANNER. AB DESIGN GROUP TAKES N0, RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. ®OCCUPANCY • CONSTRUCTION TYPE e MIN. INTERIOR FINISH BASIC WIND SPEED :EXPOSURE *1-STORY RESIDENCE *2-STORY RESIDENCE 828 - RESIDENTIAL, GROUP R3 -VB 'CLASS B Volt=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES CALC.'S LARGE LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 19? SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 15'120.e CU.'FT. INK v.»...a .A.. .ems -..a... _ xH .a 'h iC'I�yy, r..K aan uti' - °'=:e. <. .' � v�...t1"aSi.�aS`�"',.I AT'„-t3 Vie-.." vi,?.�. i"Yr.$1. .,. �4SMY� � ,.• Toal- - 21) d�33-7092 F=ax- ) --7A ABBREVIATIONS VISIONS ➢ESCRIPTION ABV ABOVE LAV LAVATOiy DATE A.0 ADJ.ADJUSTABLE AIR CONDITIONING MUM. M.C. LUMINOUS"- MEDICINE CABINET . , CDIS 1SSLED 01rb/I8 ALT. AMP : ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM OIA5/I8 2011 F15C UPDATE OIA&AB _--__—__.__—___ CVS RE -ISSUED BD : BOARD M'. METAL THRESHOLD CT. CAB- CENTER LINE CABINET _, ,MID. aff_ :• MOUNTED .METAL.. 02/21A9 - — -- --- — SIDIWG ELEVATIONS ADDED C.LG. CIA.. CEILING CLEAR N.T.S. O.C. NOT TO SCALE, 4N CENTER 031208 ---- -----—.---.----—_.-_.".. CDIS -ISSUED.. CONC.CONCRETE CPT CARPET '<, PL P.B.,PUSH PROPERTY LINE BUTTON 04110AB - _ FOOTINGS REVISION. PER M. BS - OWE C T D. CERAMIC TILE DRYER PH PLT. PHONE. - PLATE ; ®6/11/18 CD'S I_ISS<:ED.. - 02ASA9 --_ ADDED, CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) DBL. D.C. DOUBLE, DUAL GLAZED ` ,',. PMYWD. :.. 'PR. PLYWOOD PAIR 02/22A9 — ---:, PLAN MAINTENANCE METER DIA DIAMETER P T PRESSURE, TREATED -BINi DISP DIMENSION :' DISPOSAL R- RAD RISER & RADIUS ` -03/28AS REVISED LINTEL SIZE AT FRONT ENTRY DOOR DP. DR DEEP DOOR RAG REF RETURN AIR GRILL.', REFRIGERATOR. 04/24A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) U.S.DOWNSPOUT DTL. EA. A.E ELF.V DETAIL EACHDISHWASHER : ti. ELEVATION RM.ROOM ,I2 O. .e: ' S,D. S.F7: ROUGH OPF.NINO ' ., � soLmGORE Exti DR SMOKE DETECTOR SINGLF HUNG ,' 04/24A9' REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELBJ 06A2A9 -- —� ADDED 'EXTERIOR MONO DEEP FOOTED' DETAIL 12/51JA (ORL) " 06/21A9 -- ADDED LED LIGHTS s KITCHEN E BATH PER MARK BOWES EQ. EXH EQUAL EXHAUST SHT. SHTHG. SHEET SHEATHING 01/ISA9 --..Ei ADDED STONE OPTION ELEVATION C t D (TAMPA)EXT. FG/FX, EXTERIOR IXEDGASs SHWR. SIM SHOWER SIMILAR 09AIAS ELEVATION 'G' SIDNG-ADDED LOUVER • GABLE ROOF -- F.G.FUEL FIN GAS FINISH ` `SL ` <.1.:.. SL GL SLIDING SLIDING``G3.A% 10125AS ADDED OPT. &4' CEILING: HEIGHTS 01/0140 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS NN FLR FLUOR FLOOR " . FLUORESCENT STD �'SWS STANDARD r< a ..,� - SHEAR WALL, 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS FR DR FTG. GA GAR DISP G.F I FRENCH DOOR FOOTING . GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT TEMP T O.O .: T.O.P.LATE SECTION TEMPERED G A'SS = THICK CURB PATE TOP OF PTOP OF 041VWD OPT. 8'-0' G1 G HcsT. ADDED LED LIGHT IN FOYER 04/OW20 OPT 6-0' CLGs. HGT. ELEVATION V- REVISED HEIGHT OF ARCHWAY GL INTERRUPTER GLASS T.O.S. TYE, TOP OF SLAB. TYPICAL 05/06/20 ADDED ELEVATIONS 'L' t 'M' (OR-) GYP BD H.B. GYPSUM BOARD HOSE BIB U N.O. UNLESS NOTED OTHERW'ISE�. 0TA5/20 ADDED ELEVATIONS H.0 HOLLOW CORE - - V.P. VAPOR PROOF HDR HEADER WASHER HGT OR HT HEIGHT W/ , _WITH INSUL INSULATION 'WD: - i WDOD ". INT INTERIOR WDW. WINDOW x. W-H WATER HEATER W.I. WROUGHT IRON - I a - -- - - — — - ------------ .F> i I -- -- ,.- INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG MI —MECHANICAL PLAN PG D1—DETAILS - PG D2—DETAILS PG WA1 WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLYDETAILS 13G WA6-WALL ASSEMBLY DETAILS ,STRUCTURAL SHEET;# PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S31A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG, SN1-DETAILS DESCRIPTION " (/ Rioa\e2 C\ Reviewed for Coda:. Compliance Universe! Engineering +..rLvt Cl.imA, rvuC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 . ry I% el W rc1 n � a V rMW � ti U 4 b IrA 1 1 1 1 1 1 1 1 1 1 1 1 111 2 0 x StTBDry 8e LOT: CREEKSI1 PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODET : 4EBB A.t "1828-CALI" m bARAGE SWING, f LEFT PAGE: COVER SHEET F; 160 MPH EXP. 1u I AUG 19 2020 1ICHAEL C. ANDERSON AR NO 17305 DATE: 07/15/20 �9CALE: 1/4"=1' - O" SHEET CI GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE, ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTINP IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYER AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10.CTOPLAC:ETHEFN RAIS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY H LIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALLAPPLICABLE STATE, CITYAND TYDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED IISHED FLOOR ELEVATION MIN 1'-0"ABOVE THE BFE, PER FLORIDA BUILDING CODE. 11. SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMIjICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES: TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL'' FOREST PRODUCTS ASSOCIATION: LNATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD !GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE, ENGINEERED WOOD ASSOCIATION L ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS S 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION: 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST'' IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, Q 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, 9. THE PLUMBER 1S TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING& NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITSSHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - - CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-15AAND R703.7 FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4 TYPE "W" DRYWALL SCREWS AT,12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION peviewad for Code Compliance A Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 uj 0 X WM I CREEKSIDE , t, PHASE 2 E LOT ##79 :-`ROJECT# 4321.200/079R1 "i TODEL: 4EBB "1828-CALI" n 4C.rARAGE SWING Y LEFT PAGE: �SR II , GENERAL NOTES `60 MPH EXP' 0 �' ARCHFTECT: b " l`," TE OF FLORIDA OCT 2-7 2020 MICHAEL C. AIN6=3,`;' F1I F AR NO 17 " Q51 'DATE: 0715 20 F ry SCALE:1/4"=1'-O" SHEET n G 3'-4" I7'-4' Nm (2) 3052-5H 0 EGRESS 10'-0" '-4` 27'-O" 10'-COV0 I LAIRS I 81 CLG. 60(08 S.G.D. -- ---- GROUND WIND DESIGN SEISMIC SUBJECt TO DAMAGE FROM WINTER SNOW SPEED° TOPOGRAPHIC DESIGN WEATHERw FROST LINE TERMITE DESIGN LOAD (MPH) EFFECTS` CATAGORY' D=PTHb TEMP• NA 160 G I NA INEGLIGAIBLE I NA I VERY HEAVY 42 FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R30231 THROUGH FBC R302.9.4 la, 4„ FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN v _ ACCORDANCE WITH SECTION FBG R302.10.1 THROUGH IBC R302JOB a Ld 10'-4" i52-SH DINING lyI LIVING ROOM 8 88c BEDROOM #1 8'-e' 0A — B'-8' 2X8 = 9 Al _. 8-01, 4'_8 li 10"I m 6'_6 4'-4" V-47 m ®Q WC.IR-ISH > B -B UA ti w.LL't i b36 BATH #1 V. e I � 8 -8 cLG. SH36 PAN V. • W/ ENCL _ - - - - -I S ' J ' -SH IR-ISN a 36 b2 2 _S i 3'_m % ---0 -- i--- A IR-iSH ii Q eleUNDRY 8'-8' CLG Al m 1-0 q 5 _g° �'_0° 2'-4 II R_ 6.-8 b36 R4NGE PAN. 111 I iiii �� Ai -- �- -- CLCv m BBDROOM #4 / I !:�" �� O 3-SH DEN ---a. _ 81 CL V. Ic �' I "'w 11 _8 I`18 4' 3'-4'0 3'-6" �t 2' 8" I1'-0' T �,► ' 0 0 �e ry,� B I I 0 O AI II mut r �A /7� BEDROOM #3 R / I I I I 7 8'-8' CI-Cx 3 -8'v 'I-all3'-4" 0 0 0 r - 2z'z54' -i v .rO ATTIC IWALL L ACCESS J � � - II B LAV. I `r BOLLARD qlI Al UI> �r AS REQ. BATH #2 m = PER BLDG. 1I I 8 8 Ctfs CODE e GARAGE 8,-8, C. C. _ v B V. FOYER 3068 W/ BEDROOM#2 36'x1a' ti '� Im a -s rte,. e TRANS. -Tg ENTRY p N _I 8 -8 r2 , (2) 3052-SH 16'-0'Xl'-O'O.HD. — — — EGRESS e 2 -8 ------ 161_012 -8111 6" 3'=10" 3'-10" I0'-2" 21'-4" 4'-4" 14'-0° 0 �,. GABLE ROOFS I< p 461CABLE i , 1 L• p ROOFS 1W 0 % 45 4tP ROOFS m`i S?, i 44 iizE'3i> 1 )k Steal. FIGURE FR301,2(7) COMPONENT AND CLADDING PRESSURE ZONES FLOOR PLAN SCALE: 1/4' = P-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR, 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOL11D WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB-COSM STEEL DOORS NOT LESS THAN 1 3/8, (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO SUCKING DETAILS FOR SUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. I -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PL. gNS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF T EIRI CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE (MANUFACTURER AS LISTED iN THE RESPECTIVE PRODUC SPECIFICATIONS m��m u��0m . - iiCisU9Z�/3�iG ........... SQ.FT. LAII LIVING GARAGE ENTRY LANAI TOTAL A/C VOLUME ►LC. S 1916 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. 2442 SQ. FT. S-120.9 CU. FT. a 'jR OPENNGB SOUAFE ZONE SO WH 1 IrD M RE1111 B ' AND TYPE FOOTME MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 Fa 32/-42 DR MIN. CRITERIA 1 I� S.G.D. MIN. 12 5 30/-3l CRITERIA I� 5010 O.H.D. 56 5 32.5/-38D a.,.-....R.-... w 160,0 O.HD. 112 5 30.9/-34.4 , SOFFIT N/A 5 31b/-38.8 C�q+ 7N/A3 -68291JA IF ROOF TILE -5829PPLICA% L BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, �40 EXP.=C, MEAN ROOF HT. =15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DAIS WWII �i TOP PLATE 0 iv BAR DETAIL A SCALI;1In'=1'-O' ARCH DTL. B SCALE: 1/2 = I'-0' ID1391 for COL,, Compliance UnlVersai Enpereerinp. Saar 2194 H WY A1A, SUITE 301 INDIAN HARBOUR, BEACH, I FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com 'k AA #: 0003325 F 3 A P4 k ro ry, LOT" CREEKSIDE PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODEL. 4EBB "1828—CALI" w _ ,&RAGE SWING: wI LEFT I �u i; GE: FLOOR PLAN ern STATE OF FLORID_µ I t. RalAE CMDERSON JkR NO, PRINT DATE: 07/15/20 SCALE: 1/4"=V-0" 4 } SITEET Al i +/-19'-0" 5LDG. HGT FYPON LV12X24 OR EQUIVALENT V-8" 5RCz. HGT OPT. COACH LIGHT 0'-0" FIN. FL EQUAL TO CONTROL JOINT (TTP.) I \_ J 4 9 0 N EQUAL i TO CONTROL JOINT SHINGLE ROOF ' FYPON 5KTIIXII OR Ea. EQ. EQUIVALENT Irk--�-- - - - - - - E1�®NT EIJEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR R103.4 10000-- V-8' 5RG. HST. j, 1'-0 07(_09)" r_xi V-8" 5RG. HGT 1�6 II 4E3 P. II OFF RIDGE VENT 5FRr3. HGT. 8'-8" BRCS. HCsT.r, � - I IWX62' FYPON 4>3 DECORATIVE 48 A SHUTTERS OR ,A EQUIVALENT IT 4' RAISED ' BAND (TYP.) I ` I I ,V0' FIN. FLR- 0'-0' FIN. FLR- OFF RIDGE T OFF RIDGE t Ell II r I'-0° 4B I 4� I'',,A El ❑ I II, IA Ty LlTYP. r II I N II " O'-0 FIN. FLR. READ ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH I8'-8" 5RG. HGT. 0'-0" FIN. FLR. MEET ELEVATION SCALE: 1/4 = I'-O' TEXTURED FINISH I OFF RIDGE 12 12 HE �6 I-Va 45 q r TYP. 0'-0" FIN. FLR. tt RIGHT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH -0" FIN. 2' I I DECO. 771, -� 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NETFREE VENTILAT 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN'- _ .4 X 1176 470.4 SQ. IN. (BALANC OFF RIDGE VENTILATION AREA - 138 SQ. IN- PER VENT (net free area) TOTALHOFVENTS REQUIRED 3.41 TOTAL# OFVENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 PER LINEAR LINEAR FEET OF SOF51T REQUIRED 67.20 0 Vie . ii,netl for code C"' JA"'nue Univer>e{SG oM 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com „ AA #: 0003325 N w U w F I 414 I ca w q v F q k j I, G F Iy 40 Sumnv. Be 1 CREEKSIDE PHASE 2 LOT #"79 a PROJECT# 4321.200 079R1 � FODEL: 4EBB "1828-CALI" 1 j A.RAGE SWING: LEFT* PAGE: ELEVATION „D„ " MPH EXP. C X E.( ARCHfTECT n}a STATE OF FLORIDA „z AUG 1` 9 2020 MICHAEL C. ANDERSON AR NO T7305 := _ 77- 1W f RINT ATE: � 07 15 2C6 CALE: 1/4"-1'-0 SHEET A EL3=GTRIGAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP SINGLE POLE � 110V OUTLET 110V OUTLET 1/2 OF OUTLET WILD TO SWITCH GFI 110V OUTLET EQUIPED W/GR IND PAUL INTERRPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP wr. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER CSWITCH 4-WAY OPER t_il 1-0 WALL MOUNTED LIGHT CEILING LIGHT © LED CI -Cs LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER Sa FT. VENT. FAN W/L IGHT I GPM PER ea. FT. 1 'rCimr"T VANITY LIGHT FIXTURE (SPEC'S TE D BY BUILDER) 41)Q® FLUORESRES WRAP LIGHT AROUND AROUND (RECESSED) ENT FLUORESCENT WRAP ® LIGHT AROUND AROUND (SURFACE MINT.) 2' FLUORESCENT *FLUORESCENT p r-�-�—� 4' TRACK LIGHT 0 PANEL sib METER SD. O SMOKE DETECTOR P BAIT. HARDWIRE uu HARDWIRE WALL MOUNTED BATT. BAQK-UP SA. SMOKE DETECTOR W/ HARDWIRE ® 5/GO CARBON MONOXIDE DETECTOR MATT. BACK-UP W/ WARDWIRE INTER-CONNECTEDcomao SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONINICs TO �u DISCONNECT TUNA' THIS S44F9T TV TELEVISION JACK CEILING BOX REGII OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION ED CEILING BOX RTED I TO BE SUPPORTED N CEILING PA/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn �—, ore• INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.B. USIA -BUTTON FOR CHIMES •-�' USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF r5CB &T EDITION e2011) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND MOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY OF 50 CIEM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 6TH EDITION (2011). ' LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS - WRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2017). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6T14 ED (2011). - ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERsy EFFICIENCY) 2011. 6th EDITION R404.1 --------------------------- OFT. COACH LIGHT CE IL INCs MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN ELECTRICAL PLAN SCALE: 114' = I'-0' WP Panel MAIN - A PANEL: 8/16wp crt. breaker VOLTAGE: 120 240 V -1F h MAIN: 150 Amp [AC B FEEDER: 3 # 1 CU THVVN & 1- #6 Cu (G) in 1 1!2" C. OR 3- #210 AL Tl JN & 1 96 Cu (G) In 1 1/2" C. Wire. Poie Bkr Description Watts Circuit Circuit Watts Descd Lion Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Ispace. #12 Z... 20 Irrigation Pump 1000. 3 5.... 4 6 5304 Space A,'C C.U.-1 35 2 _ #6 Space 7$ PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 341 Cu THWN & 1- 46 Cu (G) in 1 1/2" C. OR 342/0 AL THWN & 1- #6 Cu (G) in 11/2" C. Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire 1 20 20 Small Appliance: 1300 1 2 3000 flange 50 2' #6 1 Micrpaaw / Hood GPI.. 1300 4 R41 1 20 Small Appliance. 1500 5 0 4500 Water Heater 25 2' #10 1 20 Refrigerator 1500 7. a 1 20 Lining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal. GFI 20 1 #12. 1. 20 Bath.#2 GFI Receptacles 1200' 11 12 1500 bishwasherGFl 20. 1 #12 #14 1 1 15 1 Foyer /Hail Bed. 923 #31 Bath #2 Lights AFCI Soo 13 14 5000 Dryer GFI 30 2 #10 #14. 1 15 I-wng Room, Lanai: Lights AFCI 900 15 16 #14 1. 15 Kitchen. and Pantry Lights & Rcpts.AFCI 900 17 16 1500' Washer GFI 20 1 #12 #14: 1 15 SO & VO AFCI 900 19 20 1000:. Garage Door Opener GFI. 20... 1 #12 #12 1 20 Laundryry :; Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 90'J Bedroom 41 AFCI 15 1 #14 Space 25 26' 900 Bathroom #1 AFCI 15. 1 #14. Space 27 2$. 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Irrigation cadrols only 20 1 #12 Space 31 32 Space Space — Space -- — 33 35 34. 36. Space - Space Space 37 38 Space..... #8 2 35 WCAHU-1 lHcater 5 KVA at 650A 5525 35 41 40 42 Space.... -- Spare . Load subject to demand factor calculations line 16000 27EEa0 Load subject to demand fartor calculations line Damand Factor Calculations: ABBREVIATIONS: AFCI ARC FAULT CIRCUIT INTERRUPTEk NC,. NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total Iced subject to demand factor 43EOU First 10000 watts at 100% 10000 Remaining watts at 40 4� Total A/C Icad 13440 10829 'LOAD CALCULATION IS BASED ON.AIC NON -COINCIDENT LOAD Total Connected Load Watts. 34269 Total Amps jwattc ! 241) wits). 142.8 LED LIGHTING C� DOUBLE LAV. BATH *1 15@ AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FSCR btH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/rHWN UNLESS NOTED OTHERWISE. PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 P COPPER (CU) IN 1-1/2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING C� SINGLE LAV. 6 BATH "2 PROVIDE 32/0 CU, TF4WN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THUN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT Reviewed te4 Colo Compliance _ 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBGR 6tH E12ITIQN (20111. 5/8" DIA X S PT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 513 U W O 01 0. ul W 4 E q Zr r r r r r r t r r r r SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODEL• 4EBB "1828-CALI" GARAGE STINTING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO V305 PRINT DATE: 07 15 20 SCALE: 1/4"=1' - 0" SHEET El 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. com AA #: 0003325 F W U W O F 0. vco W Q F A I I 1 1 I 1 h I I 1 I 1 1 I 1 1 1 I 1 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 07 15 20 SCALE: 1/4"=1' — 0" SHEET pI FM MECHANICAL PLAN SCALE: 1/4 = V-0" R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR UAL1-5 CMU - INT INSUL R-4.1 FRAMED WO - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 EQUIPMENT 5CHEDULE 3D TONS MFCs CARRIER C.U. 25145C536A+030• A.H.U. FX4DNC5,FJ037L HEAT 5 KlU 5EER 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/11=H BRKR C.U. 35 A.14.0 35 REF LINES 3/4" 4 3/8" wed for Coda Cumpuaice ,,„ + Unrvarea� Engmaenng sclar"s F y O U mQ O 9z 0. V W 4 F A 1 1 I 1 1 1 y I 1 1 1 1 I 1 1 I 1 1 1 SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT* 4321.200 079R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C rLMLSWK DATE: 07 15 20 SCALE: 1/4"=1'-0" 1 SHEET i PER FLR. PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAG W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLR. 2X4 TOP PLATE PRE -FAB TRUSS 2X4 WOOD STUDS ®24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON- B RG. SCALE: 3/4' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE 5/8' GYPSUM 51 OR 1/2' HIGH STRENGTH CLG. BOARD DIA. SLEEVE, D NOT CUT =BAR PEA BOND SEAM SOLID GROU1 W/ (1)- *S (2) COURSE DO NOT CUT THE BOND SEAM RE5AR5 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" \—SEE ENERGY CODE FORMS PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE m, PER ELEVATION 2x FASCIA PER TYP - ELEVATIONS o-�- R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT �AS PER MANUFACTURES T A �� SPECIFICATIONS � r REFERENCE STRUCTURAL 1x2 P.T_ FURRING STRIPS ® 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER APPLIED .i I/2' GYP. WL. BD.- DIRECTLY TO MASONRY WOOD BASE — 0'-0" FIN. FLR�, a a d e a < ' d . °a H W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOr2l1 ON �.' OS$. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a Q A d a" e TYP. WALL SECTION NO OPENING NOTE: PER SECTION 9GS.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4'=1'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (l) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D22Co TYPE II, ASTM D 48/o9 TYPE IV, OR ASTM D 675i :HULK AND SEAL AS LNE ;' PVC SLEEVE FOR GAS LNE .cm 2' GYP. LLL. BD. 1000 BASE 20 GAS LINE THRU BLOCK D.� SCALE: V2'•I'-®' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwE,.0 ON J' O S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-J--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR JI4 TYP. o.N. 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALv.STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL-_.. APPROVAL REO. VERTICAL TRACK I' BY MAP. DE SLID£ FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ. CORNER BEAD a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. UV ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REO. SEALANT t BACKER ROD UIEATHER STRIP MOULDING ALL AROUND(BY DOOR MANX ) BY GARAGE DOOR JAMBS SCALE: 11/2' =1' -0" 2X4 SPF 24' O.C. MAX.—,, SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS Fi INSULATION R-VALUES PER_ ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD a - a d A e. a d m. °v ', e ' a a s e 44 H W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. BD. WOOD BASE ..r FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC MODUCT, INSTALLED F*ER SECTION RS05.1.1 ON 4' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER _m TYP. FASTENER SCHEDULE MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT 4.. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT ' PLASTIgR APPLIED DIRECTLY TO MASONRY CMU OL 0'-0' FIN. FLR. B TYP. WALL SECTION NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -0' 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 wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1251, 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. !-" --- Reviewed to Cew Complwoe „„._._*�,,.,e�,gUnivursa1 Engx'ee *4 L,, -4 scwraw 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W 0 E, 0 U 17 W q E A ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCH11TECT: STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 rscsar a DATE: 07 15 20 SCALE: 1/4"=1'-0" f SHEET 1 T00: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER E NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/W WASHER 4 NUT-7 O O 0 SECURE 2x4 ONJ FLAT TO ELK o 0 W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR no �O BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (I) WITHIN 8' OF TOP, lU WITHIN 8' OF THE BTM, (3) EVENLY SPACED. NI Ior NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D ArALE: 1/2'•I'-®' 8' CMU DRYWALL 1'X4" OR I'X2' P.T. NAILER ix4 P.T. OR V4'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ 9W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.s. 2X4: SECURE TO BLOCK W/ 3fe,' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-34' TAPCONS(MIN. 56ANK SIZE .145 11-1111 MIN. HEAD SIZE-0 MIN. EMBEDMENT I Y49 — WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/2-3iW6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 18' O.G. MAX SPACING. -8' CMu y" DRYWALL 1'X4' OR 1'X2' 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 49 DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T.S. 2X4= 6' SECURE TO BLOCK W/ 311! TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH!� SECURE TO BLOCK W/2-%' NON-STRUCTURAL 34- TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 8' CMU MIN. EMBEDMENT I Y4') �' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-3W6' 1{b' OS.B. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ 3iWW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 2X6om SECURE TO BLOCK W/2-3Xg, TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8" OF EACH END 4 IS' O.C. MAX SPACING. 2X8am SECURE TO BLOCK W/2 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8" OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL V TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK 8' CMU V DRYWALL 1'X4' OR I'X2' P.T. NAILER rDOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" %D WINDOW TO BLOCK +2 1 4' '' SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3)Wr,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4") NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDI 4 15' O.G. MAX SPACING. SECURED THROUGH 2X6cm ' SECURE TO BLOCK W/2-3(6°NON-STRUCTURALTAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT TEMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') - ' DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING.4mANuFAOTURES 2X8cm SECURE TO BLOCK W/2TAPCONSDOOR CASING (MIN. 5HANK SIZE.145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4')DOOR JAMB OR WINDOW WITHIN 8" OF EACH ENDATTACH TO 2X PER I8' O.G. MAXSPACING. DETAILS. NOTE: WM AS NEEPED TO PLIMp JAI'® (DO NOT 10 c P)V) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ - Wb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:csm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL IV TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4DRYWALL 2X8:® � f O.C. MAX SPACING. j1 I°X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-3W 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 [IJI(Vi2al WITHIN 8' OF EACH MIN_ HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T F' SCALE: N.TS. 2X4 SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACINGS. SECURED THROUGH 2X6:® NON-STRUCTURAL 3%b` SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 IN H A SIZE 300 M E D 8' CMU MIN. EMBEDMENT 1 Y4')' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER � 2X8 ❑ SECURE TO BLOCK W/1-1/4' 'J(6' OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS HMPED TO PWM9 JX15 (DO NOT r)0=P V) DOOR JAMB TO BLOCK +3-7/16" inl WINDOW TO BLOCK +3-7/16" `7 SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 IS" OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6mm SECURED THROUGH! SECURE TO BLOCK W/I-1/4- NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8° CMU WITHIN 8' OF EACH END 4 ° DRYWALL 18' O.G. MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 vr MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAGH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +3 3/4" NOW TO BLOCK +3 3 4" H SCALE: N.TS. Beviewed Iw cods conlvkanc• Universal Ergwwawwg 01 saemws 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W D3 W U W O F 0. v r7 Q F A 64 Svsaxv 8e LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT* 4321.200 079R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT= STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 07/15/20 SCALE: 1/4')=1'-0" 1 SHEET OWN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ -%' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED ® ,' O.C. MAX VERTICALLY I a' TO," GAP MIN. j" THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •,' (VERT.) O.G. MAX AT SUPPORTS WR5 LAYER M, STUCCO WRAP WOOD SHEATHING OR,/16' ZIP SHEATHING SYSTEM (ONSTALLED PER LATH SHALL NOT BE CONTINUOUS 6• To e' MIN, 6 10 a MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. 6" TO 8' ,.10.1.4 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE:\ STRUCTURAL STUD FASTENERS1. FOR LATH TO BE NAILS OR ` STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 00475' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOI* \ TO WALL STUDS REQUIRED PER PLAN / &M" TYPE CONTROL JOINT O1. FOLD INWARD • FT. A OI. FOLD INWARD • PT. A 2. CREASE . PT. B Fa O I. FOLD INWARD • ® I. FOLD INWARD • PT. A PT. A z. cIREAeE . Pr. B s. CREASE • PT. B 3. CREASE • PT. L 3. CREASE • PT. C 4. FOLD PT. C OVER PT. D TILL PT. C TOUCHES BOTTOM FLANGE ® ®FOLD • T• NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHIN •I F ROOFING � DRIP EDGE: OVERLAP 3_ EXTEND IR' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX It ®IIl \/ BOTTOM FLANGE WATER TIGHT SEAL. FOLD. 22 NQj CUT. J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) F//��WRB LAYER 4, FORTIF15ER /BUILDING PAPER(9exiv ONLY) WRB LAYER 01, STUCCO WRAP irriii ONLY) LAP LAYERS OF BUILPING WRAP OVER NAILING FLANGE, STOP APMQOX4INMES IPRPHEI 1 ABOVE SHW ONLY) PRAr•E OR CM EXTERIOR r QWYfFAi ul I f5P_�Fri FASCIA WRAP 5x5 WALL FLASHING <CK-OUT FLASHMG (SEM DETAIL) NOS: INsrau. fclacaur FLASHRYa AT BOTTOM aF ROOF � WALL INTERSECTIONS NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAM (ROLL ENDS) E 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE 1 —e IMIX LAP ® METAL LATH 16" MIN PAPER LAP BELOW ONLY / LWRB LAYER 02, FORTIFIBER BUILDING PAPER SCALE: 1 1/2' a l'-O' ® KIC KO UT DETAIL e•,y� WATER TIGHT SEAL (BEND OR SOLPER DO N07 CHIT) LATH VERTICAL LAP TO BE I' METAL LATH WR5 LAYER M, STUCCO WRAP NOTE. IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL WOOD STUDS J' THICK, 3 COAT CEMENT PLASTER METAL LATH WPM LAYER 92, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR,/16' ZIP SHEATHING SYSTEM (INSTALLED PER mANUF. SPECS) NOTE: SHEATHINGtLAF SIDE LAPS OF METAL OR,/16' ZIP SHEATHING SYSTEM (METALLED PER MANUF.SPECS) PLASTER BASES SHALL BE SECURED TO BUILDING FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCOATH WIRE AT INTERVALS NOT PER MORE THAN 9" (229-MM). AS PER ASTM C1063 FFOOR REPAIR'7F TEARS HORIZONTAL LATH IN WR5 LAYEKS, TEARS MAY BE PATCHED & PAPER DETAIL W/WOUSE WRAP TAPE PER MANUR SPEC. OR PEEL i STICK 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 E TAPE OVER ROOF/WALL SCREED z 5'X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 N.T.S. ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE--- PENETRATION CUT AND OVERLAP ONE SIDE OF\ SELF -ADHERING MEMBRANE FLASHING STEP M INSTALL FASTENERS (CL STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES �I�E t�I�G it SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. ELASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF .STEP "2 FLASHING RING MEMBRANE NETRATION WR5 LAYER 61, ATUCCO WRAP RB LAYER •2, FORTIMBER UILDING PAPER ETAL LATH 'xb' SELF -ADHERING MEMBRANE _ASHING OVER 4'x4' ELF -ADHERING MEMBRANE _ASHING OVER APPROVED OUSE WRAP. -ASHING TO EXTEND ONTO PIPE 'x4' SELF -ADHERING MEMBRANE -ASHING OVER APPROVED OUSE WRAP. _ASHING TO EXTEND ONTO PIPE is CONT. BEAD OF SEALANT 15TALL APPROVED HOUSEWRAP AIR (FILTRATION BARRIER OVER HEATWING LASTOMERIC COATING OVER STUCCO/ ,.V. FINISH (SEE TYP WALL SECTION) PER SECTION Ill EI*d9r IMInO aw P Exterior usp of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. TAIL (FIRA�IE INNI "t IN100 DRAINAC3E FLANE (ORS L)41'ER #1, STUCCO UJf;PAF) UJRB LA'ER #2 (FORTIF15ER 5UILDING FAFER) METAL LATH x x x x WOOD SHEATHING OR '1/16" ZIP SHEATHING SYSTEM (INSTALLED \P/ER MANOR SPECS.)eELF—ADHE51 Y E FLAeHINS u Fr,,—,,,WMC4X1* compWave NOTE : Universal f npm.eRW SCUM" 1`°IETAL LATH: LATH TO 8E PER SECTION RiO3.i.1 / AST1„I C-8 T-09, 1 11N_ 2.5 L5e. I=ER SQ. s`rARD (UT I L I T*I' OR N01„I INAL LATH DOES NOT 1„iEET SI='EC11=1C)4TION5) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N In 04 U W F 0. V r7 W 4 A 64 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Fi ARCHITECT. STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO V305 DATE 07/15/20 1 SCALE: 1/4"=1'-0" j SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 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, i'4' CAULKING ® JOINT ALL AROUND PER SECTION R703.7 Exterior lathing awnd plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT ' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFSER BUILDING PAPER WOOD SHEATHING FRAME (NSTALLED PER MANUF. SPECS.) OR LEGEND DRAINAGE PLANE (WRB LAYER#1, STUCCO WRAP) WRB LAYER #2 (FORTI1I5ER - - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO ':...: WOOD SHEATHING OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE 1=LASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO YER VENT BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL l 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP d SIDES I: • / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BACK— ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE—POLYBLEND FOAM ^t e_--h " ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES u` LO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAC EDGE: APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER "I, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH WOOD t 1/0' TEXTURED CONSTRUCTION FINISH • WOOD FASTEN TO WOOD STRUCTURAL 4 MEMBER a 7' O.G. MAX 8' CMIJ Ye' TO)¢' MID -WALL WEEP SCREED z� _ ,2 •� 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 eTEF #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OV>=R APROVED HOUSEWRAP ST F #3 S T F #2 WRB LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER STE F #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E fi # 5T F #(o ELECTRICAL RECEPTACLE Re,,wwWrorcoe. compGc r: umw ra 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N w U W ti 0. N r7 4 A z , � , SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA AUG 1' 9 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 07 15 20 DATE: / / SCALE: 1/4"=1'-0" SHEET WA2 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 W U W ti 4 U h W C F A E4 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT* 4321.200 079R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHTECT-. STATE OF FLORIDA WMkkC RINDERSON AR NO 17305 PRINT 2015 DATE: 07 / / sCAI.E: 1/4"=1'-0" SHEET 2x� SUB -SAND W/1 "x4" NOTCH 6 END, WRAPPED IN Pr-F-L 4 STICK DRIP EDGE -I/8" TEXTURED FINISH 's WOOD 1/2" TEXTURED FINISH a CMU METAL F4 I` I� I� I� I � zxb sua 1 METAL FASCIA � O WRAP Y8" FROM STUCCO, I" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) I� NOTE: NOTCH FOR 2X(o SUB SAND ONLY ROOF KICK OUT REMOVED \1 FOR CLARITY \ROOF DECK (BEYOND) \ DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) ` / 1 \� I 11/8" TEXTURED FINISH Q t Niiil WOOD, 1/2" TEXTURED FINISH is) CMU 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH 41 WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING �R CMU WR5 LAYER *I, STUCCO WRAP (FRAME ONLY) WRS LAYER 02, FORTIF15ER 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 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C) WALL W/KIC 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 WIV2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tY"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY cal• Revco'now"19 I'lAu"w6w 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w t u w F ul w 4 F A i , SIUBDIV. 8e LOT: CREEKSTDE PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHFFECT. STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO V305 PRINTATE• // 07 15 20 D SCALE: 1/4" =1' - 0" SHEET WAS 39'4' 1714„ 4,' 7'_4" 4" 12'_4" FM-12X12 N 4" CONC. N I X SLAB w X I LL r 0° 3 I �I � LL 1.1 *3 112 0)I I lEll - - - - - F M -12 X 18 1- - - - - EXTEND - - - - - - 1.1 SLAB 1 1/2" I 00 I I � 0 1 �_ O } 1 I 1.1 III L v I TOP OF I SLAB , O co m w r> _CA IX a ILi ro • I NI. r LLI op I. Lo 15,-8" 6_0" 19'-0.1 4" PVC CHASE��Q 1.1 TE-1 4" CONC. v SLAB N I ° 5 1 /2 io_ I, �� 17'-8" 4" 2' 8° 1 co TOP OF SLAB T-0„ 5 1.1 ( 00 3'-6" co O co I r w ~ _ N N.• 00 W. o_ 12 EXTEND 1 It2 SLAB 1 1/2" 1.1 I_ ----� r 1 FM-12X18 w �� LL 4" CONC.� x - X �a w SLAB • N �� a 3 1/2 Ci I 3'-4" LL 71/2 2 a ----j C0 1.1 1 1 FMC-12X18 FM-1 X18 - - FMC-12X18 1.1 1.1 - L FM-12X18 - J - - o 4 4 1.1 1.h 2 8„ 16' 21'- 4'_4" 14'-0°1 39'_8" FOUNDATION PLAN SCALE: 1/4" = T-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCEELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TEATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" iFELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. I 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOCR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATED #5 BAR, 01NDICATES #6 BAR,OINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF BARS SHALL BE HOOKED INT FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES 114 REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36" ), AND REINFORCING SHALL BE CONTINUOUS. 13. RAT10NAL,ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WA L INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SID OF ALL OPENINGS D)ALL CORNERS 15. STRUCTU AL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "Mj" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BO D. 16, WIRE WEL DEDI MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O/C MAX SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS "REINF. REMARKS I 6x6 W1.4xW1 4OVER' GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER f D U FOOTING SCHEDULE oN, PROVIDE CORNER BARS, SAME SIZE QUANTITY I FOU WITH OCEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T O F SHORT LONG i TE-1 81' SEE PLAN 10, s (+)0 0 y FM-12xl2 12" CONTINUOUS 12" 18" K (2) #5's + 0'-0' FM-12xl8 12" CONTINUOUS (2) #5's FM-16xl8 16" CONTINUOUS 181, (2) #5's (+)0 0 FMC-12x18 1 CONTINUOUS 181, Ss #5INCURB VARIES F-24x24 2 " 24" 12" s s (-)0 -4" SECi2E URE STRAP TO A/C SIMPSON WB GONG. W/ UNIT ROLL STRAP C2)-3/16'X2' OR EQUAL a TAP -CONS EACH CORNER OF UNIT CONG- SECURE STRAP TO SLAB UNITS W/ (2) 05xl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Rewwwod for ooda comnnNwce Universal EngwwwUV In Seas 2194 H WY A1A, SUITE 301 INDIAN HARBOUR B�ACH, FLORIDA 3293 PH: 321-802-35 1 www.abdesigngrouo.com AA #: 0003325 F W y U W 0 F 0. v ova i r � 1 J-m-c fry � o I 1 1 1 a arm CREEKS IDE PHASE 2 LOT #79 1PROJECT* , 4321.200/079R1 4EBB a 1828-CALI 0 GARAGE SWING r' LEFT j FOUNDATIOL! PLAN ' L ARCHRECT STATE OF FLORIDi ol _ I5 _ AUG 1 9 2020 a ICHAEL C. ANDERSON AIR NO 17301-5 1:1 T I9ATE: 07/15/20 SCALE: 1/4"=1'-O" I,I SKEET'. s i E_ Q IL a� mw U co J �a U) - Z O co 0 M EXT PORCH SLAB 111 W/ 1/2" ISOLATION J JOINT (WHERE I APPLICABLE) Z_ 2 N r STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL TOP OF SLAB SEE SLAB SCHEDULE d' n 4" CHAMFER (1-STORY) a < 6" CHAMFER (2-STORY) • • SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY \ EXTERIOR MONO -FOOTING 0 in 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 WOO\PT. - WALL W/ SYP NoEE PLANS FOR SPALE BTM. PLATE TO BPROVIDE DBL. T SCALE: 3/4"=l'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24"' #5 30" #6 36" #7 42" 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOC G RE B . PLATE TO LA / d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE ° +✓ . a . �: c SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE:3/4"=1'-0" (NO LIFT) Z I. STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND O SPACING REQUIREMENTS Q W w � v J of DU ' Q 8" CMU WALL . TOP OF SLAB VARIES a SEE SLAB SCHEDULE TOP OF GARAGE EXT PORCH SLAB 4" CHAMFER (I -STORY) W/ 1l2" ISOLATION° ' fi" CHAMFER (2-STORY) JOINT (WHERE • • SEE SCHEDULE APPLICABLE) z p FOR WxD, BAR SIZE i AND BAR QUANTITY N MONO -FOOTING (D,EXTERIOR GA AGE SCALE:3/4"=1'-0" W w� on - NEW REINF. BAR Oco 0- SECURED W/2-PART a g EPDXY. MIN. EMBED J Q 8,", LINO 2 FOLLOW ALL MANF. IY SPECIFICATIONS FOR 2 USE AND m 4" PREPARATION OF 4 v HOLE ZOf w J '--4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS � }a} � F m U �a 00 O 8" CMU W O Z b b . < Z SEE SLAB SCHEDULE Z. _ "ISOLATED COLUMN PAD n ! CENTERED UNDER WALL AND °D POURED MONOLITHICALLY WITH r ---.- • FOUNDATION AND SLAB F it J 4 d - SEE SCH ULE • FOR WxD, BA SIZE AND BAR CLAN TY MBINED EXTERIO MONO- OOTI NG AND COL. P 30" MIN. EACH WAY MONOLITHIC FOOTING ,V .o O -A s v, p 1 FM P . 1 CORNER BARS, SAME SIZE AS LARGER BAR r>I. IN FOUNDATION WITH 30" LEG EACH $ " I WAY AT ALL CHANGES IN DIRECTIONS p SO THAT THE STEEL REINF IS CONTINUOUS ° MATCH AMOUNT OF CONTINUOUS BARS y V ° La � CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL P TOP PLATE A MIN. OF 48" NAIL W/ 16d COMMON IL 2-ROWS,4"O/C BTM. P TR OVER STUD A IN N LA D BEARING 2x4 O\LA WALL No 2 SEEP S FOR SPACIGLE BT LATE TO BEOVIDE DBL: OPPLATE SIMPSH4 OR SPH6BTM APLATEANCH/ 10d x 1 1/2"COMMILS FILL ALLHOLEOT USE 10d Wx T' F SCALE: 3/4"=l'-U" VERIFY HEIGHTOF WALL W/ PLAN—/�P^ROVVIDE BLO INGEgL1R� . PLATE TO SLAB W/1! / "x EDGE ANCHOR W/ 2"R SET IN HIGH STRENGTHXY 5-1/2" EMBED. MIN. @ 16"OC SLAB SCHEDULE F SLAB,EQ. EQ. SEE SCH ULE FOR WxD, BA IZE QUANT NTERIOR CURB FOUNDATION WOOD WP SCALE:3/4"=,'-o°(W/ UPLI POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON ST132 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=T-0" FOR N RY SET EV: RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4 O/C BTM LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE TOP CF SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. V-SEE SLAB SCHEDULE ' d a d• ° EQ: EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE. 3/4"=1'-0" (NO UPLIFT) ;9 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abd esigngroupxori AA #: 0003325 11 W W U �1111, r� CREEKSIDE PHASE 2 LOT #79 F PROJECT# 079R1 "_ 4321.200 4.10DET : 4EBB Yr' "1828-CALI" A.%AGE SVnNC I. 1 LEFT -3AGE: DETAILS r a k 0 L P1 R ' F. 5.x� 3"' ,.•`emu'=. STATE 9e Y f Y G; c��T Pn r_ u " a .nYa:_ e 4 I AUG 19 2020 MICHAEL C. A VERSO AR C rz T 07 15 20 " DATE: / r. SCALE: 1/4"=1'-O" ._ „ ra, SHEET �'. S1. IA F'.. 29'-0" 27,_0" 25 10' 19,-01, 17,-8„ II 14r 0„ 10'-0' 31-011 ii k� �a s IFS{i s 7 f. o {t LL� h its - zo k, o F 9 M C bo i, N O ka O N Xi a w Al II 36-0" I v in 0 c v w o N 7 N eo M l co co O O 7 u? Lo o cV Ell 3,_6„ 10'-6" DOWEL PLAN SCALE: 1/4" = 1'-0' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32931 PH: 321-EI02-3561 www. a bdesigngroup.Com AA #: 0003325 CREEKSIDE PHASE 2 h LOT #79 4321.200/079R1 .LAODEL: %. ,w � 4EBB ; 1 "1828—CALI" �t G � ? A-f3 E SWING: ' LEFT E+i i d* k" r 4X E: v) i DOWEL PLAN N d � 114PH EXP. C d �,�I AA_ ARCHITECTS STATE OF FLORIDA Lp i r AUG 1 9 2020 IsAICHAEL C. AN DERSO AR NO 17,105 ATE: 07/15/20 SCALE:1/4"-1'-0" Revewed tor Code SHEET Compliance Universal EoyurermY Sciences S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. -4.4 A A 4' A 4 4 a_ < < L-1 4. CLEAN OUT REQUIRED FOR INSPECTION 0:) 0'-0" FIN. FLR. 44 TIE VERTICAL REBAR a. TO HORIZONTAL 4-< REBAR W/ 10" HOOK Z LU 0 co 0 HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18.1 #4 24" #5 30" #6 36" #7 42" z STEEL REINFORCING IN GROUTED z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Fv- < LL] wz co 0 8" CIVU WALL 0 C) + 0.01, A .. - orTOP OF SLAB - - - 4.. 4 .. .4 1 UF Ut- ZILAU t._1� .-.t . " A A ., -,A-' . . - I .,. ;l -X A A A 4 -.A IA - .. l."i � z LLI A SEE S EXT. PORCH SLAB a. 4" CHAMFER (1 -STORY) W/ 1/2"ISOLATION A a 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) MATCH STEEL REINFORCEMENT 6" PVC CHASE SCHEDULE ivPER THRU FOOTING I A A 4 6" PVC CHASE THRU FOOTING MATCH STEEL �—SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE (__ )THRU FOOTING 4 SCALE: 3/47 -l'-Y' BAR SIZE 148 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" #5 BARS FEII W 00 -N CC) CMU UNIT DIMENSIONS zoj ARE NOMINAL SIZES O MASONRY ,SYMBOLS 3 SCALE: 3/4"=T-0" 4 Reviewed for Code Compliance Unww"I Engvwon% Staennae 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 3293,7 PH: 321-802-3591 www.abdesigngrou p.com AA #: 0003325 Jl� CREEKSIDE PHASE 2 LOT #79 PROJECT# 4321.200/079R1 MAIODEr. 4EBB "1828- 1" A Ll GARAGE SWING: kl LEFT K-r 1RAGE: DETAILS lit ARCHITECT. STATE OF FLOPJDA 11 AUG 19 2020 1P, rry 4 MICHAEL C. ANDERSON A AR NO 17305 0 07/15 '2 DATE: SCALE: 1/4"=V-0" SKEET l . 2 SA 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 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRZNM INDICATES OPENING BELOW / T.OB. = TOP OF BEAM / B.01. = BOTTOM OF LINTEL/ TO.A, = TOP OF ARCH/ T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc s (p } SIZE WxH' REINFORCEMENT STIRRUPS REMARKS � BIM. TOP MID SIZE SPACING, BB1 MASONRY 3000 8x8 — (1)#5 — NIA — GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES, SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cyr SAFE LOAD -POUNDS PER LINEAR FOOT 4a�F C SAFE LOAD PLF C SAFE LOAD - POUNDS PER LINEAR FOOT' TYPE LENGTH SUB ett6m eF12as efle441 eRe6OB eP24m eras ePa2aB TYPE LENGTH 8U8 SF8 RCMU TYPE LENGTH etalr eF,a,r eP+e,r etnolr eP24Ir eFN&7T 6Pa2-7T aR&sr ewazr eF+esr ePzozr air e�azr air 6461E 8FI2•,B ana.IB ~B WA-te ePmB SFWB Tor (42') PRECAST 2291 aoet 8719 61a8 BB0/ am 9W2 t09B1 Tr (� PRECAST 1025 1024 1598 3'�' (42' PRECAST Im 2W 8884 4W aMe atffi loot 15ee 2M5 89e4 4894 132 am eoe9 4W 0113 7541 W4 10894 t,e09 #4)' (4n PRECAST 1988 Mel z7at a00 44190 5981 7664 M07 V-W (48') PRECAST 765 783 1309 N-V (48') PRECAST lees 2806 aoeo 45M 4610 a 1803 2W5 30M 3Ble - 8816 4670 am BffiB WM 0079 26M aw 6113 7547 6974 10a94 11a00 4' 8' (54') PRECAST 1699 I= 2110 2931 37e3 4578 54M am 4W (64') PRECAST � 591 1073 4'.8' (541 PRECAST 1207 2010 ZW 8375 40" 4711 UM 1207 2DW 2707 8975 4043 47N WAIT 2159 ON 8118 7847 p1 e672 1a244 ,1- .VW (84-) PRECAST 1217 1340 1488 1999 25a0 8123 8ee6 424i OW (84-) PRECAST 411 411 745 5'W (841 PRECAST 1018 1711b 22Mjo 268a 11M 89e1 402 t07B 1715 2216 2686 asa9 seal 4822 I= am em 7547m 7�IM tot 5-10' (70') PRECAST 1062 1105 1173 Iasi 2000 2549 3M 3478 g_1p• (707 PRECAST 34D 3� 878 5'-10' (70') PRECAST ON 1667M 2e99 8107A 8620 4198E B48 Leaf 2oeB 259s Bier ae2o 41a9 146, 2122 4880 71a64p a0affm 77B,n0 e828p® 94r (7n PRECAST ggg 1298 2177 3480 aW am7 48a8 e06, 8'4' (78') PRECAST 507 721 490 94r (781 PRECAST M , , 2529 825, 871 ash 1407 15ee 2829 2790 3251 8712 Lase 2tn s4eo east eae9 ,tre947.1 ee2e� T-8' (98� PRECAST 743 loll 1729 28ffi 2206 2886 3101 8B65 Tom' (90) PRECAST 424 534 383 T$' (90') PRECAST 727 1 , 2110 2827 8226 re7 1224 1024 2025 2420 nv aa2a 1011 772a 886t 8696 6061 8467N4 &72nq 9 4' (1127 PRECAST 564 ea9 1180 1a25 ffia4 s4M 2916 8802 9-r (114' PRECAST 326 512 230 9'-4' (11P) PRECAST 691 706 11 1474 1B1 2167 2WO W aaz 78fa 1048 IBM z2w 26l9 /8 1245 1843 210 8480 4705m a9a m 10�' (128� PRECAST 475 on 1247 2098 2r7r 21aa 2011 1010 (128) PRECAST 254 401 ISO 194r (1201 PRECAST 575 916 1,ee t461 1 201I 680 BB5 ,1a0 p1 1472 17M 200 21146 8" 1052 I= 2099 2r61 WUm 4754µ4 11'4' (138') PRECAST 3ffi 04 twee 184e area a127 4006 IIW (138') PRECAST 20D 462 154 11'.0 (13n PRECAST 474 eo4 eta., 1087pq 127 ,51 178aM AIR a07 1043t9 1972n 160a 1915" 2187 a an W ts88 1e48 2@a 8127 4006 12-0' (1447 PRECAST 337 540 e7s 1254 104 2193 2N5 a6� 1r-W 144 PRECAST ( ' 244 402 137 IZ-V (1441 PRECAST 470 46B rA ®8° 11 ' "' I= 4" 560 9W 1802 190m 191Sro 2W5 M M e4 2193 2805 3M 13'�' (1807 PRECAST 298 471 M28 low ZHO 13'-4' 1 PRECAST ( 217 324 11D 13'�' (180') PRECAST 416 fy MM WM 7B6 9B4 1148pq 132300 40 460 Teo " 11a9 14tepol 1566q ,earns 471 76628 IBM 2816 28ea lN4r (16n PRECAST 279 424 70632B 16W 2127 26BD 14'0' 1 PRECAST (� 2D5 283 100 14'-0' (188� PRECAST W4 9MM 680 724 M , I220 410 425 717 le 1089 1 , 1807 442 708= 16W 2127 2680 leer (178� P1ESTRESSED N.R. Nit MRMRFIR V14 MR MR MR IR-r (1787 N.R. 204 91 lV-S` (176) 299 334 520M ere eta 976 1131 24e 896 B08 M M 1 1518pn 1734 46e 78a902 ZN5 WIT 2712 15 4' (184' N.R MR MRMR MR MR MR 15' 4' (1847 N.R 259 83 15'�' (184� 294 919 4e6 Bar 7aB 9,1 t 412 71078a 20H6 ffi78 280 80B 616 90e M 12404+ 94e0M 1eMM 1T-C CM PRESTRESSED N.R MR MRMRMR MR MR MR iT-' (208' PRESTRESSED N.R. 194 84 1RM Ron PRESTRESSED 187 102 �e 80e 40B 50a a W ml 740 M 1 M 12M M 14 a 2MR IW-C (232') PRESTRESSED N.R.MR RMR MR MR MR MR MR 19'-C (292") N.R. 148 ffi 19'4' (232') ,02 229 on 846 pe 447 M saw are m 747 M B0 70H7 t2e2 21 t516 1716 IN 288 420 628 M 841 1 I22rp5 21W 02M PRES7RESM N.R MRMRMR MR MR MR MR 21'�' (TSB•) PRESTRESSED N.R.125 42 21--e (25B'7 PRESTRESSED ' 142 804 807 898 M 480 688 eee M 9e. 646 1114 1859 141M 142 ass 3730 5ar 721 906 1W6 �,-0• ( 7 PT4ESTRESBED N.R. MRMRMR JUZ MR MR MR MR 2e"-0' (2B4') PRESTD N.R.118 40 1 22':i' (2847 187 197 M ffi m9 p1 b2 6N 680 pq 60 784 ,0fr 1285 1899 Ia7 228 368 513 B66 688 p4 999 W-r (2M PRESTRt� N.R.50 MRMR MR MR MR MR 24,-0' PRESTRESSED (�) N.R. 97 33 24'-0` (2g8') PRESiRES� 124 179 M 267 342 416 482 56r 04 W4 10a2 I222 124 202 1 310 n1 405 dXm 757 IMan (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM •SAFE LOAD TABLES' SY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING 8F 16-1 T/0M/OB GT ; m m 0 0 0 0 6 00 LL00 8F16-1T10M/0B 8F24- 1T/OM/OB <: ,x ^v V GT ICI Y 0 41 LL !- m ;a 0' 2 LL <_ : UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8" LINO. i s 8RF6- 1 T/OM/06 8F8 1T/OM/06 8F 16-1 T/0M/OB LIFT!i , BEAM PLAN uN,= SCALE: 1 4 = V-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngrolup.com AA #: 0003325 1` Via: ME rr �SUBDIV- 8e LOT: JI CREEKSIDE PHASE 2 i LOT #79 ItOJECT# 4321.200 079R1 MODEL: 4EBB "1828—CALI" GARAGE SWING LEFT t r M} :SAGE: LIFT BEAM PLAN AND >r, 71 " NOTES { g 4� 0 MPH EXP. C ARCHffECT: STATE OF FLORIDA AUG 19 2ti20 MICHAEL C. ANDERSON AR NO 17305 'tJ DATE: 07/15/20 SCALE: 1/4"=1'-0" "<<; SHEET —� } S 2 �y 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEAbH, FLORIDA 32937 PH: 321-802-35911 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: k CREEKSIDE z� PHASE 2 LOT #79 PROJECT# 4321.200 079RI N<ODEL: 4EBB "1828-CALI" �ARAGE SWING? ' .. .zLEFT - PAGE: x �$ $T Ak (,--I 77 V 160 MPH EXP. C;y It, ARCHfTECT �`TATE OF FLOPJD AUG 19 2020 MIICHAEL C. AND VI AR NO 17305 ORINT 07/15/20 DATE: SCALE: 1/4"=1'-0" = SHEET Sq_ / ?°_ 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 H10AOR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7 LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 13. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES, ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS ! UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2 6 BTM. CHORD (MIN.) 2. COORDINATE AN TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLNN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FORALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAS B" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS TRUSSES W(2X4 '.. W/2X6,BOTTOM BOTTOM CHORD CHORD 2x4 SCAB NAILED T0 DIAGONAL END',JACK TRUSS BOTTOM BRACING/BOTTOM CHO D W/MIN (4) tOd .CHORD BRACING .RE APPLICABLE NAILI FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD GIRDER/TRUSS W/2X6 BOTTOM CHORD 2x4 SCAB NAILED TO TRUSS BOTTOM CHC W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION ® MID RUN TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING CONNECTOR SCHEDULE CONTROL DATE: 01/27/2020 Miiek USP SIMPSON SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1675 ;META 16 14 (81 1pd X 11/2 1-PLY, (7) 16d 2-Pl_/� E04" (8) 10d x 11/2 1-PLY, (6) 16d 2-PLY, EMBED 4 (2)HTA 16-18 HTA 16 2430 1870 (2) META-16 HUA-16 ;o 198 1810 (12)10d x 11/2" 1-PLY, EMBE44" (10)10d X 11/2", (8) 16d 2-PLY, EMBED 4" (10I 10d x 11/2 1-PLY, EMBED 4 S (9)16d1x 11/2 1-PLY, (8) 16d 2 PLY EMBED 4 HTA 20 - 1870 HETA-20 HELD (10)10d x 11/2", (8)16d 2-PLY, EMBED 4" (9)10d x 11/2' 1-PLY, (8)16d 2-PLY, EMBED 4 (2) HTA-20 2430 (2) HETA-20. 2035 (12)10d x 1;1/2", 1-PLY, EMBED 4' (10110d x 11/2" 1-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" --- --- — — - 2500 (10) Ad 2-PLY, EMBED 4" LUGT-2 1555 LGT-2 LESS BO( (5)1/4 x 3 Wedge Bolt+Anchors, WOOD (16) lOd ' � TITEN, WOOD d _ (7I 1/4 LUGT-3 338D LGT3-SD525 34a0 CON[ (4) 3/8" %5" Wedge Bolt+AnchoO, WOOD (1 21 W525 S 1/4' %3"T4 GIRDER, 3/8" x 5"TITEN HD TO WALL SDS 1/4 OGIR. 3/9" x _ (12) SD UHTA-20 MUGT15+ 2430 3945. DETAL-20 MGT+ 24W 3965 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF(24 WA-20 ACCEPTABLE. (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. IT EMBED),(22) 1Gd TO WOOD) (18-10dx 11/2, lPLY ALTERNATE USE Of (2) HETA-20 ACCEPTABLE ) (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED),(22) 10d TO WOOD 1 HUGT2+ 9575 HGT-2+ 10690 WOOD (8)10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED). (16) lOd TO WOOD HUGT3+. 9860 7GT-3 + 10690 WOOD (8)10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)10d TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (10110dx 11/2" - (10)10dx 1-1/Z" MUGT15 i 3945 VGT 4940 (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY(MIN.12"EMBED),(4)1Ud TOP/(6) 10d FACEA12) 10d BACKOFTRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS1/4"x3" HUGT 1 9575 (2)VGT 7185 (2 1518" A.T. R. I N H IGH STREN GTH EPDXY (MIN. 12" EMBED), (8) 10d 1 (2) 5/8" A.T.R. I N HIGH STRENGTH EPDXY(M IN. 12" EM BED),(32) SOS 1/4"x3" MTW 12 965 MTS-12 990 (14)10dx 11/2", (14) lod (14)10d X11/2" HTW 16 1355 HTS-16 1310 (16)lod X 11/2'% (16) 10d (16)10d X 11/2' HTW 20 1355 HTS-20 1310 (24)10d%11/2",(20)10d (24)10d X 11/2" HTW 24 1355 HTS-24 1310 (24)10d X 112",(20)10d 1 1(24)10dx 11/2 LSTA 12 ++ 930 LSTA-12++ 925 (10)10d (10)10d 18 1235 A- 8++ LST 1 1 235 14 lOd l ) 14 10d MSTA-18++ 1310 MSTA-19, 1315 (14)10d (14)10d MSTA-24 ++ 1640 MSTA-24++ 1640 (18)10d (18)10d MSTA-30 ++ 2065 MSTA-30++ 205U (22)10d (22110d MSTA-36++ 2065 MSTA-36++ 2050 (26)lod (26)10d jj KSTI236 2765 MSTI-36 3800 (36)10d X 11/2" (36)10d X 1112' KT51298 i105 MST(-48 5070 481Od%1/2 ( ) 48 10d X 1112 LFTA6 980 H6 1055 1 (16)8dx11/2", (1618d) (818d TO PLATES, (818d TO STUDS SP74 875 SP4 825 1 (6)10d TO SPUDS (6)10d TO PLATE (6) 10d x 11/2 TO STUDS MP34 5251N Fl @ 160% A34 430 (4) Sd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST. (4) 8d x 11/2 TO BEAM, (4) Sd x 11/2" TO POST. HHCP2 680 HCP2 590 (10)10d x 11/2" TO TRUSS, IID)10d X 11/2" TO PLATE (12)10d X 11/2 RT16A 1 1020 H10A 1040 IPH 10d x 11/2" TO TRUSS, (8)10d X 11/2" TO PLATE , IM)1Dd X 11/2 MUGT15&PHD4A 4175 VGT&HDU4 4940 (28)10d TO TRUSS(10) WS3 WOOD SCREWS TO POST W/5/8 THREADED ROD (16)-SDS 1/4x3 TO WOOD, (10)SDS 1/4"x21/2"W/ THREADED ROD, (2) NUTS/WASHER/2 FLY MUGT15 & PHD4A 4175 VGT & H07B 4940 (28)10d TO TRUSS, (30) WS3. WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4 x3" TO WOOD, (3)-3/4" STUD. BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 - 6775 ABU 44Z 2300 7750 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN: CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD PAU66 2455 16005 ABU 66Z 2190 18205 (1) 5/8"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONE., (12)16d TO WOOD -. (115/8" A.T.R. IN HIGH STREN, TH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19 +++ 1205 LTT19 +++ 1310 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CDNi.,(8)1Ud TO WOOD (1)3/4".ATR IN HIGH STRENGTH '.EPDXY, (MIN,7" EMBED.) IN CONG;(8)lOd TO WOOD. LT5208+++ 1100 LTT208 «+ 3500 (1)3/4 A.T.R.IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED)IN CONE., x 1-1/2 TO WOOD. (1):1/2"ATR IN HIGH STRENGTH EPDXY, (MIN.7" EMBED) IN CONC,(10) 10d TO WOOD HTT45 41601M2710(100%) HTi4 4455 (1)5(6 ATR IN HIGH STRENGTH EPDXY (MIN. 7".EMBED IN CONC.,(18) 16d X 2112" (1)5/8"ATR IN HI GHSTR ENGTH.EPDXY (MIN.7" EMBED,) I N CONC,(26) 16d X 21/2". Z H745 5005HTTS 5090 (1)5/8 AT.R. I N HIGH STREN GTH EPDXY (MIN. 7" E MBED) IN CON C.,(26) 16d X 21/2" (1)5/8"AT R. IN HIGH STRENGTH EPO%Y(MIN.7"EMeED,)WLONC,(26)16d%21/2" UPHD11+ 143952S+ HHDO11-SDS 11810 1" A.T.R. IN HIGH STRENGTH EPDXY, (MINI 10"EMBED) IN CONC., (24) WS3 WOOD SCREWS. (1)1"rATR IN HIGH STRENGTH EPDXY, (MIN. 10"EMBED:)IN CONC, (24)505 Y<"x2Y."WOOD SCREWS PHDSA 6525HOJB 5645. (1) S/B A.B. IN HIGH STRENGTH EPDXY, (MIN 7' EMBED) IN CONC (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGHISTRENGTH EPDXY, (MIN. 7" EMBED.) IN. CONIC., (3) 3/4" STUD. BOLTSTO WOOD (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC..(3) 71 "STUO BOLTSTO WOOD T0X8 787G NFM35XIZU 2580 MBHA .25 3475 53308)10d DVNA2BOLTSLTW MIN 6" ANCHOR EMBED EOW MINESEHAi741NSROO INSTALLED N ACEONCWJ 314', DDIA LOW RAMSET/RE HEAD 1113/4, (MIN. 6N HIGH STRENGTHNOXY,C.M.U. FACE,(1 EMBEDMENT) IN C.M.U. TOP, (1)3/4" A.TA IN HIGH STRENGTH TO BEAM HUS4121F 3615 HUSC412 (WOOD) 3435 2635 L100%) 16d TO.. HEADER,(10) 16d TO WOOD LIU) 16d TO HEADER,(10) 16d TO WOOD 3220(125%)(10) H04101F (CMU) 1950 3080 HUC410 (CMU) 1800 4500 (18)1/4""x3"" W63 SCREWS,(10) 10d TO WOOD USP(20)3/16" TAPPER+,(10) lDd TO WOOD (m)1/4x23/4 TITEN(9 PER FLANGE) TO CMU,(10) 10d TO WOOD: H0210-21F (CMU) 1950 3080 HUC210-2 (CMU) 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4" x 2-3/4"TITEN (9 PER HD%NGE) TO CMU, (10)10d TO WOOD. HD210-31F(CMU) 2795 5015. NUC210-3' (CMU) 1800 4500 (18)1/4 "' x 3' k WS3 SCREWS, (10)10d TO WOOD USP (2013/16""TAPPER+, (10)10d TO WOOD (1911/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD 1430 5595. LH3/8"X4"Wedge-Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS: (4)3/8X 4 TITEN HD ANCHORS (2 PER FLANGE)TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD F SC, G PLAN 2194 H WY A1A, SUITE 301 INDIAN HARBOUR (BEACH, FLORIDA 32937 PH: 321-802-3b91 www.abdesigngr(*p.com AA #: 0003k5 EHASE FCREEKSIDE 2 LOT #79 ROJECT# 4321.200 079R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN E} q n ��rLPu TH-IT `xZTF-1' i�iv 13 � , ti LVSS iJ.(AA ARCHrrECT- STATE OF FLONDIA 1� v nI Ir, r 4 �n2o I MICHAEL C. ANDERSON 1, AR NO 17305 SATE 07/15/20 SCALE: 1/411=11-01' SKEET S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING. SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR x; DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE 1 10d SON HETA16 HTSM20 W/10 10d TO (9) 10d x 1 Z' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF WALL/FLOOR TRUSSp 1 NAILS TO 6", 8" x 4'-D" MAY BE ADDED TITEN 2 ANCHORS TO ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" SHEATHING O Z„ (12) 16d x 1 Z' NAILS TO TRUSS FASTENER SCHEDULE" GIRDER. PROVIDE 9' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP.#22"x4", CONJUNCTION WITH ( `.'' ACCOMMODATE GIRDERR HTSM201NSTALLED ON PRE-ENG TRUSS (16) 10d x 3 4' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY''UPLIFT :: '` TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS Wl 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL ) 1/4" /410d TO CONTINUOUS BOND BEAM WITH (12) 16d x 3 Z" NAILS TO GIRDER AIONALPACCOMMODATE TRUSS - EN HD TO CMU AND 12 SDS TOIC TO FACILITATE ONE T EN 2 ANCHORS TO 1/4" y ADDITIONAL PLY MAX: TO A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN 1 x2, 2x WOOD FASCIA WITH {4) e" x 5 TIT ( ) ANCHOR REQUIREMENTS. CONT POURED LINTEL SEE ARCHITECTURAL ' -1" x'2 -l" TO GIRDER 2x SECURED W/ (3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH I% GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED WI 10d TRUSSES @ 24" O/C, 1 x2, 2x WOOD FASCIA (2) 2" x 5" TITEN HD TO CMU AND (18) SDS 4" x GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)16d(2)1) SIMPSON HD GIRDER TIEDOWNS NTH 3 AND APPROVAL GALV- COMMON NAILS- (2) z' x 5"TITEN HD TO CMU AND (18) SDS 4' x 3" 1x25ECURED W/ 1bd /m/ASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS B M ENSURE THAT CELLS ARE GROUTED S MASONRY BOND BEE SCHEDULE AM 12' O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE B ALLOWABLE A ALLOWABLE UPLIFT = U:1810 LBS, L:770!LBS (1 PLY A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) WABLE UPLIFT = 4725 LBS (2 PLY MIN) 2" COVER& 2" APART C ALLOWABLE UPLIFT = U:2705 LEIS (2 PLY) C ALLOWABLE UPLIFT = 8885 LE(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLA6ED EMBEDDED TRUSS ANCHOR a b C. SCALE: 3/4"=1'-0" i PICAL ROOF 3 SCALE 3/4"=1'-0" GIRDER CONNECTORS 2a 2b 2c T SCALE:3/4"='-0" G,RDER CONNECTORS) I j (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-D" O.C. (AT SHEATHING 16 0'-0" TO 30,_0„ (1) „X„BRACE SEAMS) r, 30'-1" TO 60'-0 (3) "X" BRACE 2"X" BRACE DIVIDED EQUALLY ) SECURE 2x8 PT. PLATE y @ TO BLK W/1/2"DIA. { ANCHOR BOLT Wl 2" FROM CENTER TO END. WASHER SET IN HIGH 6'-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" v -71 SEE ARCHITECTURAL MI EMBED- AT 32" OC 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T: PLATE W/ 12d's 8" 1,41 BRACING, SEE O.C. MAX BTM CHORD STIFFBACK (AS PER PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/ t'•; 11, MAY NOT BE CH TRUSS � } REQUIRED TO BE INSTALLED @ IL I—, r 10'_0„ O.C. MAX. Al BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR [vi BOND BEAM REQ. j •4w• lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR'12x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10 -0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN / q VV COMMON NAILS AT EACH CHORD BLOCWAL L ALL � GABLE END 0 INTERSECTION TYP: 7 BTM. CHORD BRACING PRE-EN'G'D TRUSS scALE:3/a"=V-0" �n I �� 4 NOT USED I ) F� THE USE OF ALTERNATE MATERIALS MAY BE 3 NOTCH DEPTH 114*D ( o USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >5/8" oe r" T HOLE DIAMETER FOLLOWING <2/5*D SGL. STUD 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS OUTER 1/3OF SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED; CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER 1 a PLATE < 3/5*0 DEL. STUD NOT USED NOT USED ALTERNATE MATERIALS E" STUD NOTCHING g 10 SCALE:3/4°=,'-D" AND BORING LIMITS 8 SCALE: 1 1/2"=1'•0" u 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 cewa TT.a-'' ,73!V n T CREEKSIDE PHASE 2 LOT #79 MIPIROJECTIf 4321.200 079RI 4EBB "1828-CALI" `GARAGE SWING, F LEFT 'PAGE: rah c`.A DETAILS I I'? tx �I 160 MPH EXT1, ARCHrrECT- STATE OF FLORIDI AUG 19 2020 MICHAEL C. ANDERSC,,:�I AR NO T7305 T-jms.. A DATE: 6� 07 15 � SCALE: 1/4`1'-01, SHEET S3e1�1 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX on y CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C_ MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS 0 CMU WALL SCALE: 3/4"=1'-0" r0.vdawed tw Gade I GomFManGe w � ,�. Universal En�trwadnp 2194 H WY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www,abdesigngroup.com AA #: 0003325 F 1214 W D3 94 W U O 0. ti U W 4 F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT* 4321.200 079R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C F fTECT=F FLORfDA2020. ANDERSoO 17305 PRINT DATE: 07 15 20 SCALE: 1/4"=1'-0" SHEET S3. IB (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA. TRUSS (DIAG BRACE TO COVER 5 TRUSSES) 0'-0" TO 30--0" (1)"X' BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE - "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-0" O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 2x S CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 3/4"=V-0" SIDE VIEW VTCR SPACING (1) AT EA PRE -ENGINEER_ VALLEY TRUSS CONNECTION 5GALE_ N. I.S. Reviewed for pop F9Gxn Universe) EnBu� 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E W W U rq 0. Em V W 4 F x , 21 Si739IDiv & LOT: CREEKSIDE PHASE 2 LOT #79 PROJECT# 4321.200 079R1 MODEL: 4EBB 1828- CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 07/15/20 SCALE: 1/4"=1'-0" 1 SIMET S3.IC A" �mmaels HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 Pl3F (49.48) ZONE 3 = 67.16 Pl (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT += 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYW OOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEW ISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR7116" 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 & z = BOTTOM PANEL AND 8d RING SHANK GUN o o_ NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED m PER MANUF. SPECS:) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J 7 J Z W Z � � W Y CaJ Z U �O U Z 00 m J Z Z 7 iD Lu LL Y Z 2 Z U CO Z 0.. Z Z y Z Ud Q Y Z C Q00 W 00 � U z.cc) w . -a m QU Z W 3 W LD 1Od =U �O 0 V Z D-' U co Z W w U U w Am- BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0:6.)N FIELD J\ TYP. 3/4" T&GSUB-FLOOR DECKING GLUED TO ALL EXPOSED MEPJiHERS GENEFU L NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 3/C STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ! WOOD; ARCHITECT RAL,. 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. ARCHITECT RALDRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCT RAL DRAW NGS. APPLICABLE BUILD CODE STANDARDS - . FBC R 2017 6th EDITION ALL EXPOSED EDGES OF CONCRETE E ARE TO BE CHAMFERED 3/4". � ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES, ES BRACING, LEDGERS BLOCKING ACI 318-14 3UIUDING CODEREQUIREMENTS FOR STRUCT URAL CONCRETE ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6�ILC CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ! . CRIPPLERS SILLS ETC SHALL BE SOUTHERN PINE NO. 2 OR - BE TIER. Fb - 11 00 PSI A MODULUS OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHE5 AND SEALED WITH ADHESIVE TAPE.. ELASTICITY 1 40Q000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: .SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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, ! CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, BOLTS EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, !! SPIKE, USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK MORE THAN Y�" OF HEARTWOOD. ALL DIMEN� ONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO DO NOT SCALE THE !, DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE.ATT ENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON. STRUCTURAL ITEMS OF THE WOI tK. 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 THE STRUC -URE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. IS COMPLE1 E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF. THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: '. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS WELDED WIRE MESH, SHALL BE ASTM A185, GRADE.65 AND BE PLACED IN ACCORDANCE WITH THE ACI '!, WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.. WIRE MESH FOR SLABS SHALL B THE CONTRACTOR SHALL SUPPLEMENT THE. MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR "NATIONALEC F AND F H THE REQUIREMENTS AND SLAB:: -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SCATION STRESS -GRADE AND ITS FASTENINGS" BY THE A. RUSS DESIGNS SHALL SEALED BY.A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE. DRAWINGS.. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 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 ! GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE; AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, 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 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPINVTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent ! #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS .TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS. FOR THE ROOF DEAD LOAD DEAD LOAD ! FOR ADDITIONAL INFORMATION., LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 15 psf TOP CHORD 20 psf TOP CHORD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIA58.1-1982 (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 EAD LOAD TO RESIST WIND UPLIFT: 1Opsf 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 BALCONY LIVE LOAD. 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) 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 LIVE LOADSIUNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE WITH LIMITED LAYOUT, SPANS &.ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 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 OFTRUSSES. .THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf STAIRS: ,! PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf AS, MONRY• PLAN SHOWNG COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL REVIEWED FOR GENERAL COMPLIANCE WITHTHEO DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES AS )' THE HURRICANE STRAPS SPECIFIED ON THE WALL. SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE } CONTRACT U ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THEM ASONRYSTANDARDSJOINTCO E. COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTALTO ARCHITECT. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK �. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fin = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER.. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP IN THE DRAWI DRAWINGS IN 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 OF �CIBLE SEPIAS STRUCTURAL UCTURAL DRAWINGS - CON TRACT DOCUMENTS) ( TS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS LLS SHALL COMPLY WITH I ALL TRUSS TO TRUSS CONNECTIONS, WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. WALL INSTANCES; THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUM DOCUMENTS WILLGOVERN. OVER THE DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3i87 WRITING BY THE ARCHITECT. ! COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO. CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: 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 AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% 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 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER );HALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY ' FILL CMU CELLS SOLID WITH G. IV ROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL ' SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS LOCATIONS FAILING TO MEET THE REINFORCING: GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. 'I I THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE - CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM -A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B,. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE '. Fy= 46 ksi..STRUCTURAL PIPE SHALL BE ASTM-53, GRADEB, TYPE E OR S, Fy = 35.ksi. TUBE AND PIPE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRACTORS ALL N SUBMIT PROPOSED MIX DESIGNS; WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH. DOUBLE -NUT LEVELING. ALL ` CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER. OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL r BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. g CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. j ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE I RESPONSIBILITY! OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. ! A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER 2"FOR#6AND LARGER C. FOR C CRETE. NOT EXPOSED TO WEATHER 3/4" FO!LABS, WALLS AND JOISTS 1-112" F0� BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS , ; L FASTENER SCHEDULE rri, WINDOW AND DOOR BUCK FASTENERS FASTENER ' APPLICATION SIZE TYPE SPACING REMARKSI APPLICATION - SIZE TYPE SPACING REMARKS 1.2 PT FURRING TO CASE HARDENED COIL 8 O/C : MASONRY! CON:. NAIL 1 1i2" LONG I GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY v TO. NIASONRY/GONG NO WASHER FASTENER 1 12" EMBED., 4" END DIST., 8" O/C ! 1 1/2" EDGE DIST Pn Imo) SGD, AL EXT. DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FAbTENE �y 1x PT S SEE NOTES NAIL 1 L2 LONG. r STAGGERED I NTO MASONRY/ ONC. GARAGE DOOR BUCK 1/2" DIA W! EXPANSION BOLT 24 .. 4" EMBED, 4" END DIST., TO MASONRVICONC. WASHER O!C 3' EDGE DIST WINDOW BUCK CASE HARDENED COIL 9"' WINDOW/DOOR/FAO/C WINDOFA TENE METAL STRAP TO CC NG C ONTAT THIS EINEER FOR -SPACING G S O 1. PT SEE NOTE NAIL LIT LON& STAGGERED INTO MASONRYcONC MASONRY! CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA 'TAPCON" 1 1/2" EMBED B END 8" O/C BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST, 1 112'EDGE DIST ', NON -BEARING WOOD 1i2"° EXPANSION 4' EMBED. 4" END �"- WALL "r0 CON:. SLAB 24"O/C f W! WASHER BOLT DIST, WEDGE DIST. 2x PT WINDOW BUCK 0.138" RAF x 2 1IF 9" O/C 4" END. DIST 1'112 PT TO STEEL COL., SEE W! WASHER STAGGERED EDGE DIST NOTE6 '. NKnW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR. SWING DOORS TO FRAMING BUCKS SINALL 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 EXPECT �OR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF To THE SUBSTRATE. I FiadealedlorLloda Universal F_rovolft ', SaarreaL 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sui3mv. & LOT CREEKSIDE a PHASE 2 �a 79 LOT #$ �y I'I PROJECT# m ` 4321.200/079R1 :. V� MODET : 4EBB "1828—CALI" GARAGE s WING: LEFT fia PAGE:; r, : r1 t �- DETAILS f-? r i 160 MPH EXP. C �l A ARCHITECT STATE OF FLORl AUG'19 2020 WCHAEL C. ANDERSON AR NO 17305 `' A`N ` DATE: 07 15 20 SCALE: 1/4" 1' 0 SHEET �T g' S 1 Planning &Development Services Department 1. Building & Regulations Division Product Review Affidavit sr . . . 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �i ark In:` .. W viu""' i i9v8Dn% & LOT: _= ST LUCIE COUNTY MASTER PA - PROJMCT# MOD=.@ EXPRESS SHINGLE GARAIGE 81�IIdG: PAGIM 60 MPH EXP. ARCMUCT- 3TATIE OF FLORIDA AUG 19 2020 M *KEL C. ANDERKIN AR NO 17305 DATM 08.18.20 NICAM 1/4e=1�-0" slim= CONTROL DATE 08.1820 FL # oi• Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION product Model # Manufacturer Glass Description Method of Attachment Bllllding DEs)gn Product Design APPROVAL REVISION DATE PreSSDre Pressure 1/4"concrete screw 6" edge distance @head, 4" edge. distance @jamb, 4" each ide of transom centertfne to bucking: fastenerspacfng @ 15" oJc max. @head and jamb, FL5891.2 R6 12/31/2021 Swing door Smooth Star Thermo-Tru N/A Min. embedmentcf all anchors to be 1 i/4" (+g6) / (-47) (+57) / (-67) Type 1; 3flfi" or 1/4" E4CO Ultrat;an anchor fi" max. from corners; 113/4" o/c at jamb, 16" @ head,l 1/4"embedment. Type II: 3/16" or 1/4" ITW concrete tapcon a nchor. 6" max. from corners,: 7 1/4" ofc atjamb, 101/4" @ head. l 1/4" embedment. Two additional tapcons midspan and ane at lower frame required vertically each side. FL16103.1 R14' 2/28/2421 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requi F W W 4 Q e ti 4 O q U a W F � A 9 Eti ti '� i