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Home My WebLink AboutBuilding Plansr.i ��1 •�NH` if L. STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. ;? 14, 4 %W, 4074744 A 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -YLOMA BUUMG CODE, RESIDENTIAL, 7TH ��EDMMIT��h�ON (2020)�7 -� LOM AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. AC ADI. ALT. AMP, BD CL CA11 CLG. CLR CONC CPT. C T. D. DBL. DG. DIA DIM. DISP, DP DR, D.S. DTL. D.w, P.A. ELEV. EQ. EXH. EXT. F.G.iFX. F.G. ITN. TT.R. FLUOR- FR. DR. FTG. GA. (JAR. DISP. .. GFL (it, . GYP. BD H.B. H.C. HDR, HOT. ORITT INSUL. INT. ABOVE AIR CONDITABIONI"`, ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCREIT ( ARPET CTRAMIC TILL DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISH%ivASHER EACH ELEVATION EQUAL EXHALST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR. FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRTJP'TTR GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV LUMM.C. M.C. MFR. MIN. M.T. IvITD. TvITL N.T.S. O.C. PL P.B. PH PLT. PLvwD. PR. P T. R RAD. RA.G. REP RM. R.O. S.C. S.D. S.H. SHE. SHTHG. SHWR. SIM. SL. SL. GL. STD. SWS TEMP, TTTK. T.O.C. T.O.P T.G.S. TYP. L.N.O V.P. W. W, N D. WDW. W-H W.I. LAVATORY M MICINE MEDICINE MANUFACTURER MINIMUM METAL THRESHOLD MOUNILD METAL NOT TOSCALE ON CENTER PROPERTY LINE-. PUSH BIJT ON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIG RA GRILL REFRIGERATOR ROOM ROUGH OPENING SOT.IDCORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING, GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB LAT TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF -=: WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION 01/26/I8 GD'S ISSUED ARCHITECTURAL SHEET # DESCRIPTION 0III5II8 20I1 FBC UPDATE PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN .. .. PG A2D-ELEVATION D PG E1-ELECTRICAL PLAN PG Pl --PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG 1NA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS 01116AB CD'S RE -ISSUED 02/2146 ---- SIDING ELEVATIONS ADDED 03/26/18 CD'SRE-ISSUED 04A9/IS FOOTING REVISION PER M. BOWES 06/21/15 CD'S RE -ISSUED 02/1WIS ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/28AS - -- WISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/10 �. ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELD.) SQFT. C � T /Y "S 1 lil'lLli O 04n4n9 REVISED HVAG VOLUMES ON SGIFT CALC SCHEDULE (MELB.) LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ- FT. A/C VOLUME 15120.9 CU. FT- 002/19 --- ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) 06/21/19 -- — ADDED LED LIGHTS a KITCHEN t BATH PER MARK BOWES 01/19/19 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) - - 09/II/19 _ ELEVATION 'G' SIDING ADDED LOUVER a GABLE ROOF 10/25/19 — ADDED OPT. 6'-O' CEILING HEIGHTS 01/01/20 ------ __— REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 -- REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09R0 OPT. 9'-0' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/09/20 OPT. 9'-0' CLG. HGT. ELEVATION 'C'- WISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS ='M' (°RL) STRUCTURAL SHEET DESCRIPTION 01/15/20 ADDED ELEVATIONS M'-'MH'-'MS' (ORL) PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNl-DETAILS I D . Q RE EIV50 APR 3 0 2021 ST. Lucie County, Permitting 01/01/21 - � 2020 FEC UPDATE --- - _ - -� - - - — --- -- Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 ra "N a DATE: 02/25/21 I SCALE: 1/4"=1P-0" SHEET CI GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDE 7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 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 OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH T THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSI CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTI FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, T OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQ 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CO 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/ 9. NO STRUCTURAL MEMBERS ARE TO BE CUT, FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND C _ ®ITS 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 INTOA ROOM OOM USED FOR SLEEPING PURPOSES SHALLNOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AN G D RESIDENCE SHALL BE EQUIP SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS; SOLID OR HONEYCOMB CORE STEEL DOORS NOT 1-3/8 INCHES THICK, OR20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5,2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A' MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS I GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQU WHERE THE SEPARATION iS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. V srM WORK TIMBER NTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED RE UNDER HEREIN: 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: SiALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE: MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) OR E. APA - THE ENGINEERED WOOD ASSOCIATION: 4 NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE MENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AT E W RK 5 ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8„ LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, 0R AGAINST SOIL CONCRETE OR MASONRY RY MUST BE PRESSURE TREATED. N NS IN THE N AND/OR AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. CHNIQUES 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. IRE °.CODES: . 7 DO NOT BACKFILL UNTIL SLABS HAVECURED OR HAVE BEEN PROPERLY BRACED. (WHEREAPPLICABLE) S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. TRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. : . PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 3. CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH''/z' AMAFLEX. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 11. SWIMMING POOL, DECK; SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. DRAWING, 9 THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERING8 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF 1: ALL EXTERI OR WAIL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PED WITH. COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE. R301.2(2) AS MODIFIED BY FBCR LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2 3O, MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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 EXTERIOR FINISHES THE RIGID AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING` WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, % THICK, OVER FRAMED WALLS TO+HE APPLIED OVER PAPER BACKED METAL LATH ORWIREFABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" 'i'HICK, WHERE APPLIED OVER MASONRY OR CONCRETE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED; PROPORTIONED AND MIXED IN ACCORDANCE WITH AREA BY NOT ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787, BE 3. LATH & ACCES ORJESPERASTM- C-1063- 19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS LSE q BE L"FLASHING HORIZONTAL -- LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 19a AND R703.7. FI RE RESISTANT CON8TRUCTIO N 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 COUNGS 1. EXTERIOR CEILING TO BE 112" 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 NOTA 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. Reviewed for Code. Compliance UniversaEngineering sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH FLORIDA 329a 7 PH: 321-802-3591 www.abdesigngroup.com. AA #: 0003325 Y7 �� a �a s „ I I r"I I x: i . ris"CAT.IP: RINT ATE: 02 25 21 1/4"=1'-0" CONTROL DATE: 12/10/20 (RM) SHEET G GROUND WIND DESIGN SEISMIC C7UG-IJtcl IG oal urst rKO-I SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TERMIT LOAD (MPH) EFFECTS" CATAGORY` DEPTH NA 160 G I NA NEGLIGAE S NA I VERY HE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BEE IN ACCORDANCE WITH SECTION FBC R302.`W THROUGH FBI R302.94 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH III R302.105 151-1011 11 12'- 6 (2) 3052-5H EGRESS DESIGN TEMP • 42 TLAYMENT HAZARDS FREEZING ANUAL WIRED" i I INDEX' TEMPI NA SEE'! SURVEY I NA NA ❑5 (2) 1052-SH O LFMG ROOM LANAI B'-8' al IsB'-B' IS -_7 1'-0" 10'-0 11 - El ®6068 Sfs.D. BEDROOM N — — V-8' G.G. ---- -- DMG 2xa - B 4 ROOM El 8 0 4 _6 �. -10"I m 6 -6 -4 7 _511 6 11 G._ V. q) � ■ � � � -�-1R-ISH , - - C. - = - - - - - - - BATH#1 - - - - - - - ry �� V.b36 I e'-8' 1 W.I.C. _ --- - 0 36'x60' I� -- — — — SHWR PAN V. C. I .� �. W/ ENCL _ J -SH IR-1SH SINK b24 sb36 o Ti- -� -- I -- LAUNDRY KIPC M - H 8'-8' CLO. 41 m n r V .S i � i� 11 O � Sroii� � ry 5 8 6 -0"In 2 -4 R � 6 -8 B b36 RANG Ai -- 6_ , PAN. �n O v 8'-8' CLCs 63 BEDROOM #4 / I l'u- ?� ARCH V 0 0 3-SH 81-8' G.ICIL ill G. NN u V I IG oo b e r B (V : 0 1 y) , 1' 8 4 3 4°m 3 _6 2 .8 II _0^ Ny�j Q :nul❑ ry� A IItu BED ROOGM#3 • 3'-8" 6'-8" 3'-411 WH. O F _ � ge 22'x54IF- 1 tr ry,�b ATTIC2X6 WALL I L ACCESS = WC. OND 0 II g o = II B LAv. BOLLARD llqI I Al U AS REQ. ro I I ry�� BATH #2 rn PER BLDG. I I 8'-8' G CODE GARAGE C. Gas V. — -1 _ 2'-4' FOYER rt BEDROOM#2 ❑i 0 TRANS. T. 5112' -5 I/2" 81.8l1IS (2) 3052-SH EGRESS ❑2 2 -8 21'-4" 41-4141-011 .- MASONRY UJALL 5^ o -- 'ii�ii•'•iii'�•ii FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE CsARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 16 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE: RESPECTIVE PRODUCT SPECIFICATIONS r� � SQ.FT. CALL. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. F7o:F 15121 CU. FT. COWONIN AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 9 SECOND GM OPENINGS AND TYPE SQUARE FOOTAGE ZONE 1M WH WIC Mr0 "ANICS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA S.G.D" MIN. 41 5 3l/-39 CRITERIA 8010 O.HD. 56 5 2%1/-313 12'xl2' SOFFIT 1 5 313/-4S.S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWL DATE 01101j21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. AA CH DTL. : 1/2 1'-0' Reviewed for Code Compliance Universal Engineering Sciences TOP PLATE 0 M BAR DETAIL A is SUBDIV. 8q LOTS 1 CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODE" 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ,I FLOOR PLAN 160 MPH EXP. C >7 ARCHfTECT: STATE OF FLORIDA FEB 26 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE. 02/25/21': SCALE: 1/4"=1' — 0'" SHEET AI +/-19'-0" BLDG- 1-IGT FYPON LV12X24 OR EQUIVALENT 12 6 8'-8" 5RG. I- T OPT. COACH LIGHT 0'-0" FIN. FLR. EQUAL TO CONTROL JOINT (Tl'P.) EQ. lz EQ. rl EQUAL TO CONTROL JOINT (TYP.) EQ. SHINGLE ROOF FYPON 5KTIIXI'1 OR EQUIVALENT IIII ■■ ■■III FYFON IIII ■■■■ ■■■■ IIIC , '6 m- TER EQUIVALENT Fill■■ ■■IIII N FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR 103.4 8'-8" BRG. Hr=T 0'-0" FIN. FL 8'-8" BRG- PG7 OFF RIDGE VENT I�6 HG-- OFF RIDGE VENT w ,EAR ELEVATION SCALE: 1/4• = P-0' TEXTURED FINISH 8'-8" BRCx. 14GT. 1'_01 — — — — — — — — — — — — — — — — — — — — — — — — — 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT `l �t r 0'-0" FIN. FLR-r, RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH f IN_ FL R= V-8` BRCS. -I T 1-0 �kUI4B A TYP. II IN. FLR. --- T- - / 2' IN,I (4 cr I� I 11-41 /I DECO. DTL. A SCALE: 1/2 = 1'-0' MODEL;1828-CALI-4EBB AREA OF ATTIC = 2450SQ. FT. NETFREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 2450 /300 8.17 SQ. FT. 8.17 = 1176 SQ.IN,. MIN. REQUIRED 'JENTILATION = -4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138SQ.IN. PER `VENT (net free area) TOTAL#OF VENTS REQUIRED = 3-41 TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ.1N. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 12BR1 DdODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "D" 160 MPH EXP. C ARCHfTECT- STATE OF FLORIDA 11B262021 MICHAa C. ANDERSON AR NO 17305 J DATE 02/25/21 SCALE: 1/4"=1'-0" 1 SHEET L 2 ELECTRICAL LEGEND SYMM50L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET EQUIll WIGIRIND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP WATERPROOF EOUT GROUND PERT GFI E INTE SWITCH SWITCH 3-WAY OPER Nt4 SWITCH 4-WAY OPER I� WALL MOUNTED r-0 LIGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O Vfa VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM1 PER SQ. FT. VENT. FAN W/LIGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPECS TBD BY BUILDER) ® FLUORESCENT LIGHT 2-BULB WRAP D (RECESSED) FLUORESCENT LIGHT 2"BULB WRAP AROUND (SURFACE MNT.) T FLUORESCENT 4'FLUOIESCENT 4' TRACK LIGHT 0 PANEL man METER O$J0. SMOKE DETECTOR LWHA SUP WALL MOUNTED BATT. BACK-UP 6D. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP UV ® S/GO CAROM MONOXIDE) Sys DETECTOR CCNIPA HARE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT rJ� NATURAL GAS rl/ OUTLET TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/ AIR CONDITIONING TO BE 2 0V UXO. PISCONNECT SEE ON THIS SWEET TV TELEVISION JACK CEILING BOX REQUIRED TO BE SUPPORTED IN JO J_BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED 70 BE SUPPORTED M CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT- SECURITY KP KEYPAD HE Pa. PUSH-BUTTON FOR CHIMES �--�► USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE Al FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MISO.3 POOR 1TH EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • Will METHOD SHALL BE NOW METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 7T14 ED (20202 • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE MR Fi ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, lth EDITION Ill OPT. — '----------------`��/ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN W P Panel MAIN - A PANEL: 8/1 G1r p crt.. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C. B FEEDER, 3- #'1ClITf-IN&1-96Cu(G)in11/2"C, OR 3-#2/0ALTHWN&1-#6(;u(G)in1112"C. Wire Pole Bkr Dowriptioh Watts Circuit Circuit 'Watts Description Bkr Pole Wire #12 -2 20 Ext nor Receptacle GFI for TUG 1200' 1 2 Space #12 20 li gatlnn Pump 1000 3 4... ...Space 5. 6 5304 _.._. A/C C. U.1 35._ 2.. _98 7 8 PANEL: 42 crt. breaker FEEDER 3-#1C'aTHVVN&1-#6Ca(G)in11/2"'C PANEL - A VOLTAGE: 120 / 240'V -1 Ph MAIN: 150 Amp'M.L.0 OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C Wire Pole Bkr Description _ Watts Circuit. Circuit Watts Description. Bkr Pole Wire #12 1 '0 - _ — _ Small Appliance -- 1500 1 2.. 8000 Range 50. 2.. #6.. #12 _ 1 _ 20 20 -_- Mu I drive / Hood GFI ---- 1800 3 4 #12 1 ,mall Appliance ----- 1500 5 6 4500 Water Heater 25 2 #10. #i2. 1 1 20 20 Rfslogerator Dining Room Lolltsand Receptacles a°CI 1500 7 8 #12 1500 9 10 1200 — — Disposal GFI 20 1 #12 #12 1 20 Baih 1< GI -I Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12' #14 1 1 15 15 F ow :i Hall Be i. #2 & #3/ Bath U.2 Lights AFCI L +ny Room Lana Lights AFC I 900 13 14 5000 Dryer GFI 30 2 #10 #14 9co 15 16 #'I4 1 15 Kitchen and Pantry tights & kcpts AFCf 900 17 18 1500 Washel-GR 20 1 #12 #14 1 15 aL a t 'O Af ;I 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 ,q Launrirl r Bed #4l.Den A CI 1200 21 22. 1200 Gamge.Lights and Receptacles GFI 20 1 #92 Spare 23 24 900 Bedroom#1 AFCI 15 1 #14... Spare _ 25 26 900. 'Bathroom .#1.AFCI 15 1 #14 _-_ Space_ 27 28 900 Exterior Lights and Recept GFI 15. 1 #14' Space 29 30. 1000 Irrigation controls only 20 1 #12 pace 31 32 Space _ Race---- 33:.. 34 Space Space___--- — 35 36 Space pus• __-- ----_ -- -- AICAHU-1 (Heater 5. K`JA at 65% 37 38 _ Space. #8 ------ 35 $525. 39 40 Space — - - - �- 41 42 Space Load subjec? to. demand factor calculations / line 1.6000 27600 1 Load subject todemand factor calculations ! line. Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC: FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 430)0 —_ — First 10000 watts at 1C0 0 10000. Remaining watts at 40` 1,4440 Total A!C load —__ -__ —_ --- 10829 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected_ Load )marts _ _ Total Ampstwatts l 210 valid 34269 _ _ 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts.& Rec 3 W /8q Ft, -- 5484 HI Hats 1 at 65W/Li9 ht at 100% 65 Total General Lights & Rec (Watts) 5549 Ckts# watts/ckt Total watts General Lts & Rec Panel A 9 6171 5549 LED LIGHTING C� DOUBLE LAV. BATH 01 150 ,AMF ELECTRICAL RISER NOT To SCALE, GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F9CR 7TH I:2ITIQT Ckj020) LOCAL GODEB, AND ALL LOCAL POWER COMPANY REQUIREMENTS. H. ALL CONDUCTORS SHALL BE TYPE THHN/THIW UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120240 VOLT, I PHASE SECONDAR'F ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-12" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 •210 ALUMINUM (AL) IN 2" DIA SCHEDULE a0 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR To BID. n Reviewed for Code Compliance Universal Engineering �..,. Sciences I'-W LED LIGHTING SINGLE LAV. BATH 02 PROVIDE 37/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT To TERMINATE ABOVE SOFFIT • oVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN M N NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP D/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FEICR 7TH EDITION (2020) 518" DIA X B FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV & LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321, 201 128R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EV. C ARCHITECT- STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 25 • //. 02 21 SCALE: 1 /4"=1' — O" SxEET EI __w i 14 I 7-7�, 7-7:77772- --,T' 77- El 1E]EI o — — — — — — PLUMBING PLAN. SCALE: 1/4 = V-0' A -A L 2' , KITCHEN SINK LU/ AUTO VENT 1-1/2' VTR� I -A (ALTERNATE LEFT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance Universal Engineering 13 Sciences 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32037 PH: 321-802-3591 www.abdesigngroup.com AA#:0003325 MENEMP-MA v, >J ti zi WOO un\ Wu 7" 0 311'\ SX.TBDIV. do ILO` 04 x CREEKSIDE PHASE 2 LOT #128 PROJECT 04321.201/128R1 MODEL: 4EBB "1828-CALI" GARAGE STaNG, LEFT PAGE: PLUMBING PLAN 160 MPH EXP. ARCHrrECT. STATE OF FLORID FEB 2 6 2021 MICHAEL C. ANDERSON W AR NO 17305 1 fPRINT DATE: 02/25/21 SCALE: 1/4"--1'-0" SHEET MECHANICAL PLAN SCALE: 114 = V-0' R-VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance FilUniversal Engineering Sciences SXYBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL: 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C FEB 2 6 2021 INIT DATE: 02/25/21 SCALE: 1/4"=11-0" SHEET ml nvA rye Di erg 3 5/8, OR 9 3/8' 1/2' PER FL DRYWALL TOP CHANNEL (25 PLAN Y GA.) PRE-FAB TRUSS 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24" O.C. 1/2' CLG. BOARD 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, NOTE: STUDS IN LOWER CABINETS BOTTOM PARTITIONS SUPPORTING AND TUB/SHOWER 25 CHANNEL In' DRYWALL WALL HUNG PLUMBING GA. METAL TO BE INSTALLED IN ALL l25 GA.) SECURED FIXTURES AND WALL OTHER WALLS. STUDS TO CONIC CABINETS SHALL BE NOT TO BE SPACED 16' FLOOR W/ LESS THAN 2x4, WHERE O.G. AT 2ND FLOOR 3/4' PAF t SPACED NOT MORE WALLS ADJACENT TO t0 WOOD TO WO D SECURE BT. 2X4 WOOD STUDS w246" ' THAN 1 O.C. NOT STAIR WELLS AND 1/4' WOOD PLATE TO SLAB , BATHROOM WALLS W/ W/ 10d MASONRY O.C. LESS THAN 2x6, WHERE TILE FINISH SCREW NAIL B 32' Oc. SPACED NOT MORE WOOD BASEBOARD MAX THAN 24' O.C. a e GONG. SLAB 01-0' 1-STORY FINISH FLOOR FIN. FLR TYP. INT. WALL METAL STUDS 1 TYP. INT. WALL NON -BR KTA (NON-BRG.) D1 SCALE:1/2'=r-O' D 1 SCALE: 3/4' = I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8, GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD NATION PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE I -m PER ELEVATION 2x FASCIA PER TYF- ELEVATIONS o.N. VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 6 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. - DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR. a a a a e. a m. . d a n W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM SOLID GROUT W/ (I)- *5 (2) COURSE x I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY " DIA. SLEEVE, O NOT CUT EBAR IPE� ^—COIJLK AMP SEAL GAS LINE DO NOT CUT I k PvC aLEEvE FOR GARS LINE THE BOND -®' aw BEAM 141' rxYP. IIIL. 10. REBARS -114M SAW e a.- 2A PIPE THROUGH BOND BEAM D1 J SCALE. 3/4"=1'-0" 0'-0' FIN. FLR a a e a ° a n TYP. WALL SECTION L NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4' = I' -0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6�5� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR., 8' GMU�— Fll 213 CAS LINE THRU BLOCK aJ BGALF. Ift'•I'-�' ,•--2X4 SPF 24' O.G. SECURE W/ (2) 12d NAILS 6 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; STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES J PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD .4 Aq a a. a °° a a ° A W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS 6 24' O.C. I/2' GYP. WL. BD.. WOOD 'BASE— a 1//' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV.STEEL -- __�L TRACK BRACKETS FASTENED TO WOOD JAM13 PER PRODUCT GALV.STEEL— APPROVAL REa. VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REa. CORdER REAP a, CMU SEE aTR ,JCTURAI_ FOR REINFORCEMENT 2x(p P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa. SEALANT 4 BACKER ROD LEATHER STRIP MOULDING ALL AROUND MY DOOR MANUF) OVERHEAD DOOR 13Y OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: 1 1/2'=1'-011 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.11 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE N`3\ `MTL. DRIP EDGE 2x FASCIA PER ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS a: a , d a n TYP. WALL SECTION NO OPENING 1-- STORY GABLE BLOCK WALL SCALE: 3/4' = I' -0' CMU 0'-0' FIN. FLR Reviewed for Code x Compliance L4_*„•�� Universal Engineering Sciences Note- WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA'111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM 01281, AAMA 812, or other approved standard as appropriate For the type of sealant. Flyid-applied membranes used as flashing in exterior walls shall comply with AAMA -114. The Flashing shall extend to the surface of the exterior wall Finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL: 4EBB "1828-CALI" GARAGE S WING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCFIFFCT STATE OF FLORIDA �'�vFEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 25 21 DATE: / / SCALE: 1/4"=1'-0" SHEET U v TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (I) 1/2, X B' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUTS 0 0 `L- SECURE 2x4 Ci FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 00I 1iEr NOTES -- ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN B' OF EACH END 4 IS' O.G. MAX SPACING GARAGE DOOR ri_1BUCK ATTACHMENT p same: ve'•r-®' 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" a 1YINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX. SPACING. LA CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X8: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. ❑ 1/2' DRYWALL I'X4' P.T. NAILER n 1/I6' OS.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" �) IVINDOW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CECI SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4') WITHIN 8' OF EACH END 4 W O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" 01f TO BLOCK +2 1/4" 2X4: SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/'6' TAPCONS (MIN_ SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' or EACH END 4 18' O.G. MAX SPACING. B' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" ,. E 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I 1/49 WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' O° EACH END 4 18' O.C. MAX SPACING. 2X8: CMM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2r2d WITHIN 8' OF EACH END 4 6' TO 8' OZ. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" F 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT IV47 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15' O.C. MAX SPACING, 8' CMU 1/2' DRYWALL I'X4' ,—� P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" G 1P/"' INDOW TQ BLOCK +3 7/16°' 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN_ SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK Lyi 8' CMU a 1/2, DRYWALL I'X4' P.T. NAILER n I' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" H 1YINDOW TGi BLOCK +3 3/4" DOOR FRAMING CMU }' DRYWALL RIP 2XIO TO 8-T/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK RE UIREMENTS K KT& Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT* 04321,201 128R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT- STATE OF FLORIDA EB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rsciav i DATE: // 02 25 21 SCALE: 1/4"=1'-0" C a IS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' OjC. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %1 LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED o T' O.C. MAX VERTICALLY I ' THICK, 3 GOAT CEMENT PLASTER WR5 LAYER °2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT-) O.G. MAX AT SUPPORTS WR5 LAYER *I, STUCCO WRAP WOOD SHEATHING OR,/16' ZIP SHEATHING SYSTEM NNSTALLED PER \ To } LATH SHALL NOT GAP MIN. BE CONTINUOUS VT e 6 To a• THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 PROVIDE 2X4 BLOCKING \ PLACED FLAT MAX. W TO 8' \ FROM CONTROL JOINT WHEN Nam• CONTROL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR — STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.04T5' WIRE 3- BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD • Pr. A OL FOLD 14ARD • PT. A 7. CREASE • Fr, B 3. CREASE • Pf. C ® CrOLP SHWNGL.E ROOFING DRIP EDGE: OVE MECHANICALLY rM 4' Or— MAX OL FOLD INWARD • Pr. A 2. CREASE • Pr. B FOI ® I. FOLD INWARD • PT. A 2. CREASE • PT. B 3. CREASE • Pr. C 4. FOLD Pt. C OVER Pr. B TILL PT. C TOUGFES BOTTOM FLANGE FLANGE WATER T014T SEAL. FOLD, QQ Nm CUT. J' THICK, 3 COAT CEMENT PLASTER (FRA-M), In' 2 COAT CEMENT PLASTER (CM) WRB LAYER v2, FORTIRBER BUILDING PAPER (FRAME aNLY) WR5 LAYER 01, STUCCO WRAP mume ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILMG FLAPYaE, STOP Will APBP3S I Jfi' ABOVE 8HINri ra MRAME ONLY) `FRAME OR CM FASCIA WRAP SxS WALL FLASHING KICK -OUT MASHMG (SEE DETAIL) NOTE:-. APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I' MIN. LAP a METAL LATH XX X X� LATH VERTICAL LAP TO BE I' NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH WR5 LAYER "I, in THICK, 3 COAT CEMENT STUCCO WRAP I PLASTER /6" MIN PAPER LAP BELOW ONLY METAL LATH WRB LAYER •2, FORTIFIBER WRB LAYER wl, FORTIRISER BUILDING PAPER BUILDING PAPER \ / I WR5 LAYER •I, STUCCO WRAP WOOD SHEATHING OR -1/16' ZIP SHEATHNCI SYSTEM ( M*Lr-. SPECSALLED PER 2 APER LAP SCALE: 1 1/2' • I'-0' ® KICKOUT DETAIL WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT) I' MIN LATH LAP, 4. OVER ALL LAP VERTICAL LATH & PAPER DETAIL WOOD STUD: NOTE. SHEATHING SIDE LAPS OF METAL OR -1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANIA- SPECS.) BE SECURED TO BUILDING FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IK (121-MM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM G1063. NOTE: LAP . LATH LAP . PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WR5 LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF- SPEC. OR PEEL 4 STICK 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER k 0ap. StOR69 lId o OR GMU WR5 LATER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z 5"X5' "L' TYPE CONTINUOUS Z GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT ---'I"' \ ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5)L„ N.T.S. FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 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 "I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF `STEP *2 FLASHING EKING MEMBRANE WRB LAYER "I, STUCCO WRAP WR5 LAYER 02, FORTINEIER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE �316' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787, - FIFE i= N TRAT10N DETAIL (PRAA C ) N.T.S. Reviewed for Code < Compliance k�I Universal Engineering Sciences DR)4INAC;E RL/4NE (LRB LATER #1, 5TUCCO WfR)4R) WR5 L.XYER #2 (FORTH=IBER BUILDING 1=)4RER) 1"IETAL LATH X X X X STUCCO L a... .. a WOOD OR 1/1(011 ZIP WALL 5HEATHING 5ELF-ADHE5IVE FL)45I--IING — — — — — — NOTE: 1"IET)4L LATH- LATH TO BE 1=ER 5ECTION RT03.�1.1 / )45T1"I C-B�-I-I a, 1„IIN. 2.5 L55. FE R 5Q- *rARD C UT I L I T�' OR N21 IN)4L LATH DOE5 NOT I"IEET E 1FEC11=1C>4TION5) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO T7305 PRINT 02 25 21 DATE• / / SCALE: 1/4"=1'-0" SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES fJr7� - ��► WRB LAYER "I, STUCCO WRAP DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, )1CAULIGNG a JOINT ALL AROUND HOODED VENT THIGG, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING LEGEND FRAME DRAINAGE PLANE (WRB LATER 1*1, STUCCO WRAP) WRB LATER 12 (PORT(-IBER ...... — - BUILDING PAPER) METAL LATH( x—x—x—x STUCCO WOOD OR -1/16 ° ZIP WALL SHEATIHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM G-04-1-14a, MIN. 2.5 LBS. PER SQ. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP E SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUIGG FLASH' PIPE THROUGH / WALL1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUIC< FLASH' 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD a 1/8' TENURED CONSTRICTION FINISH ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® l' O.G. MAX 8' CMU r 'TO 14' MID -WALL WEEP SCREED ZIL V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY - - -B HORIZONTAL WEEP SCREED -� F- ( FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/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 �-rl 1tt11 ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CUT OPENING IN APPROVED HOUSEWRAP FOR SOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT- NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 6Pa MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS T EE F #1 STF #3 S7E-P 'E� O ELECTRICAL CONDUIT O PENETRATION ::0 SCRATCH COAT LARGER THAN THE ELEC. METER GAN OR METER CAN COM50 OR METER CAN AND DISCONNECT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR8 LAYER *1, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER SOX AND OVER APPROVED WRS LAYER *1 0 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ]ALECTRICAL 67EE #2 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFISER BUILDING PAPER eTEF #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH e T F #(o EIDTACLE Reviewed for Code Compliance Unrversa! Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV & LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL: 4EBB "1828-CALI" GARAGE STaNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: // 02 25 21 DAT SCALE: 1/4"=1'-0" SIMET LEGEND DRAINAGE FLANE (LURB LAVER 1*1, STUCCO LJRAF) LJRB LA1rER *12 CFORTIFIBER - - - - - - - - BUILnING fAPEIR) METAL LATH x x x x STUCCO LJOOD OR -1/16" ZIP WALL 5HEATHING SELF-ADHESIVE FLASHING; - - - - - L 1/2" 1 Ap)COR]NN-ER BEAD l CORNER BEAD (FASTENER 8 SPACING 6 1" O.G.) CMU /2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTL`r TO MASONRI' (�D BLOCK Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA * 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEIx 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHffECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 04 PRINT 02 25 21 DATE: / / SCALE: 1/4 1'-0" SHEET LEGEND DRAINAGE PLANE (WRB LATER *1, STUCCO WRAP) WRB LATER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD ZIP WALL SHEATHING: SELF-ADHESIVE FLASHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 61 WEATHER RESISTIVE — BARRIER "2 X t Y.; LAP SIDING %'REVEAL W SELF -ADHERING — FLASHING STARTER DO NOT CAULK OR SEAL OPENING GALv'D METAL ` Z' FLASHING I Yi x WOOD STUCCO CASING BEAD W SELF -ADHERING: FLASHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER •2 W SELF -ADHERING FLASHING GALV'D METAL Z' FLASHING DO NOt CAULK OR SEAL OPENING I Ys' X %' SIMULATED %.: WOOD TRIM MEMBER • \ `` SEAL GAP W/CAULKING `� / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION WOOD CONSTRUCTION \ BEYOND V WOOD SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER 02 // I DING % REYvEAL OR BOARD t BATTEN R DHERING FLASHING STARTER STRIP DO NOT CAULK OR I I \ \ SEAL OPENING I GALv'D METAL _ 'Z' FLASHING HARDIE TRIM F'ER� ELEVATION STUCCO CASING BAD a :� / \ SIDING TO STUCCO QP BLOCK TO FRAME �� TRANSITION W SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 %' SELF -ADHERING FLASHING GALV'D METAL Z' FLASHING DOSEANL NINGOT CAULK OR HARDIE TRIM PER ELEVATION Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY Alk SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 ww w. a bd es i gngro u p. co m AA #: 0003325 SXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL. 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA ,FEB 262021 MICHAEL C. ANDERSON AR NO 17305 rsMaar i 212 25 DATE: 0/ / SCALE: 1/4"=1'-0" SHEET 11 2x6 SUB -BAND W/1 11x4" NOTCH e END, WRAPPED IN PEEL B STICK DRIP EDGE -1/0" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU METAL FA �1 I� I� I� I � 2X6 SUS I / 1 METAL FASCIA 1 WRAP Y8' FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X6 �N, SUB BAND ONLY �\ I �mF�M, 1 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \ DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) '-1/S" TEXTURED FINISH m ! WOOD, 1/2" TEXTURED FINISH iw CMU 2xro SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" ` OFF WOOD WALL V8' TEXTURED FINISH o LUOOD, 1/2' TEXTURED FINISH m CMU METAL LATH JOOD SHEATHING DR CMU 1JR5 LAYER *I, STUCCO LURAP (FRAME ONLY) .URB LAYER *2, FORTIFIBER BUILDING PAPER 'FRAME ONLY) ROOFINGS CEMENT DRIP EDGE `1ETAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m' SCABBED TO TRUSS W/12d NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/l%2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL (P WALL W KIG K- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) "1ETAL FLASHING, WRAPPED `1IN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND wlY"x4" NOTCH a END, WRAPPED IN FEEL 8 STICK 'ROOF CEMENT G ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY11x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY ElReviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHFECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 212 25 DATE: 0/ / SCALE: 1/4"=1'-0" 1 2._8.. 16-0" 2'-8" 1, T-10" 21'_4 ' 4'-4,' 39'-8„ �I FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0A". 3. COLUMN AND FOOTING CENTERLINES; SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE 1N ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. , 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.1111INDICATES #5 BAR, EIINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 30F SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x5 W1.4XW1,4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - (2) #5's (+)0"-V- FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0"-0" FM-12x18 12" CONTINUOUS 18" (2) #5's (+)0'-0" FM-16x18 FMC-12x18 F-24x24 16" 12" 24" CONTINUOUS CONTINUOUS 24" 18" 18" 12" - - s (2) #5's (2) #5's s (+)0"-0" VARIES (-)0"-4" FOUNDATION PLAN SCAL- : 1/4" = T-0" SECURE STRAP TO AIC SIMPS❑N WB CONC. W/ UNIT ROLL STRAP OR (2)-3/16'X2' EQUAL @ EACH TAP —CONS CORNER OF UNIT CONC, SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code El Compliance Universal Engineering Sciences I � r Ia! I r y 1 I II r=1 it { r i j a " 2 � .tee AL, I I ce1 3 r1 a ' �3XMI IV. 8e CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL: 4EBB "1828—CALI" GARAGE SWIENG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLOMA FEB 2 6 2021 MICHAEL C. ANDERSON AP NO 17305 x DATE:02 25 21 DATE: SCALE: 1/4"=1'-0" SHEET S 1 W Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS m W U_ 00 J j) Z 8" CMU WALL O CD 0 M �. e SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1 ',STORY) W/ 1/2" ISOLATION 6" CHAMFER (2 'STORY) L .. JOINT (WHERE • • APPLICABLE) Z ° SEE SCHEDULE g FOR WXD, BAR SIZE iv AND BAR QUANTITY 30" MIN. EACH WAY MONOLITHIC FOOTING Iry STEEL REINFORCING IN GROUTED r °• Q CELL SEE PLAN FOR SIZE AND a ° ° o SPACING REQUIREMENTS f ° ° 11 ILK :L°•. v -A P FM. 0 Q 8" CMU WALL I v . p 1 CORNER BARS, SAME SIZE AS LARGER BAR ZI 1 IN FOUNDATION WITH 30" LEG EACH +_0'-0" �pl" ° WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB ° al `s'' SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB 4- MATCH AMOUNT OF CONTINUOUS BARS - VARIES 2 LL BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" ��EXTERIOR MONO -FOOTING 0 M BOLLARD LAP P PLATE A IN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS; 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 W\2UDS RING - WALL W/ SYP SEE PLANSFORSINGLE BTM: PLATE TO BE PT. PROVIDE DBL. TOP PLAT +_ 0'_0" TOP OF SLAB SCALE: 3/4"=TI R 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 114" TAPCONS SCALE: 3/1 VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK G RE B -PLATE TO LA j d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. r-SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT lOR FOUNDATION OD WALL SCALE:3/4"=1'-0° (NO LIFT) ° < SEE SLAB SCHEDULE TOP OF GARAGE v. CONTINUOUS STEEL MONOLITHIC EXT. PORCH SLAB 4' CHAMFER (1-STORY) •' FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) ° JOINT (WHERE • i SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z 4 A.. FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 2 AND BAR QUANTITY (' . 2 TO 3, PROVIDE 2 BARS), UNO NUMBER OF BARS ie ) CV EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION - CORNER BARS DETAIL GARAGE sCA�E.3/a„_1,_p„ 3 SCALE. 3/4"=V-0' W U) I NEW REINF. BAR a SECURED Wit 2-PART EPDXY. MIN. EMBED Q 8" UNO Q p FOLLOW ALL MANF. M SPECIFICATIONS FOR Q I USE AND = m oo PREPARATION OF (D 4 4 HOLE. W 01 J O jw(6 F64" CHAMFER (1-STORY) " CHAMFER (2-STORY) ADDING BAR TO 6 MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" r STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS • 1 Q IL Fv Q W m U J 7 0 8" CMU W oZ M — +- 0' O • TOP OF SLAB _ e I < SEE SLAB SCHEDULE Z - _ "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND co - POURED MONOLITHICALLY WITH --- • FOUNDATION AND SLAB SEE SCULE • • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P SCA : 3/4"=1 -9' l I I AP TOP PLATE A MIN. OF 48" A NAIL W! 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W! PLAN 2x4 OR 2x6 D BEARING - PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEE PL S FOR PLATE TO SLAB W/ E R SPACING. SINGLE BT LATE 11 "x UGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. OF I R SET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W x 3" K -SEE SLAB SCHEDULE O„ OF SLAB ° . • a e. d' if, .e a ' a •• i ° •:e EQ. EQ. �_.—SEESCH ULE FOR WI BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=1'-0" (W/ UPLIFT) RECESS AROUND GARAGE DOOR OPENING SCALE: 311 LAP TOP PLATE A MIN. OF48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. I I - — VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL. W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO U UPLIFT IS PRESENT. W SEE SLAB SCHEDULE Q ..4 ° • 49 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 1194 H WY A1A, SUITE 301 INDIAN'HARBOUR BEACH; FLORIDA 32937 PH: 321-802-�591 www.abdesigngroup.com AA #: 0003325' , I II 9 ; LR ri �I I �fl I r i 0 VIN Ulu 4v f \� INTERIOR CURB FOUNDATION WOOD WALL mk SCALE 3/4"1 (NO UPLIFT) CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201%128R1 MODEL 4EBI „1828-CALI„ GARAGE SWING: LEFT PAGE: ' POURED LINTEL CONT. (TYP,) 5 DETAILS :+ 8" CMU FILLED CELL (TYR) O; � 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" """'I�y MPH EXP. MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX ARCHfTECT STATE OF FLORIDA INTERIOR FRAME BRG WALL TO ' FEB262021 BLOCK WALL �I SCALE:3/4'=1-0'9 i R NO 17305 I n � DALIE02/25/21 Reviewed for Code rs .SCALE: 1/ 4"=1'-0 LA Compliance ' ' Universal Engineering - Sciences SHEET 1. IA. �, ��... ,e ..� T„�`.37i'xuW?5 ,•_-rn-"R"...".'n:f_; ,z�?F �.r � �" � -_ _ _ _ _ ,'.";ate ym,��n _cam. >_ `—""r ,..7..7 77.7 .C3"CA� r7 .?.R^,.;n"a'::aPW�?, X�'�i�„•'. ...; . re.:. -... - 25'-10" 18'-10" 14'.8. 10'-01, 3'-0" V - LO O L op ip Ili. v C i � e d v ro N 0 qT � N Jf�p 5'-4" N V � tp c N )V- E. IG o E 2,_4„ 19'-0" iq CV O :.... co co P bo fV 19 F, CV O N to b Cl) in ih IT in 01 10'_6 —._ DOWEL PLAN SCALE: 1/4" = V_0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 30: INDIAN HARBOUR BEACH; FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Ell i ' i v r y r u d s 4 E 3� I i CI 'f k �v r, 7 ft { x e�; VHDIV. 8e Loli7. CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C FEF FLORIDA MICHA rDDJATE: 25//02 21 siIEET TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND',BEAM VARIES PER ELEV. Z d ° ° ° °• d N d 4 a a a 4 ° e J ° Q CLEAN OUT REQUIRED FOR INSPECTION L F 00 1 1 X m O M 0'-0" FIN. FLR. TIE ERTICAL REBAR d ° ° e: < a TO HORIZONTAL 5 d e REBAR W/ 10" HOOK W � >O HORIZONTALNERTICAL 4 REINFORCING i BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" Z _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a_ SPACING REQUIREMENTS Q w m U_ 0- ra Z 8" CMU WALL O 'D (; o e d SEE SLAB SCHEDULE EXT. PORCH SLAB ¢ d 4"CHAMFER (1-STORY) W/ 112" ISOLATION e 6" CHAMFER (2-STORY) JOINT (WHERE 0 APPLICABLE) Z ° MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING Y SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY TOP OF SLAB Y w. .20 ... ° 4 ° - TOP OF SLAB Y d °- ° Z'2' d °° d W ° i d e. U ° ° . a .° ° d a. d a 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 4 THRU FICIPTING SCA LE:3l4"=V-0" BAR SIZE 48 BAR DIA #3 18" #4 24" #5 30" #6 36' #7 42' #rBARS CMUUNIT DIMENSIONS NOMINAL ARE SIZES • MASONRY SYMBOLS 3 SCALE, 3/4"=1'-0" .Reviewed for Code Compliance Universal Engineering Sciences I 2194 H WY A1A, SUITE 30 INDIAN'HARBOURBEACH FLORIDA 32937 PH`. 321-802-J591 www.abdesigngroup.corr AA #: 00033'25 �"m.; x .51 t,`.J_- is '-' S, _,. •;". 3 "a a u� 'I is i h q a r .I £ n. sUBDiv. & LOT: +, Y CREEKSIDE+ PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODET • 4EBB "1828—CALL" GARAGE s WING: LEFT a I DETAILS 160 MPH EXP. C ax' L EB262021 L C. ANDERSON 0NO 1735 PRINT 2125 02 /, / DATE: SCALE: 1/4$$!=V-0" SHEET r =1 c i) iA%f S I °, .-�L 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: 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTERSCHEDULE MEETING `THE REQUIREMENTS OFAFG'D1AND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.ALL NAILS FOR TRUSS TUBEAM AND TRUSS TDTRUSS METAL CONNECTORS ARE TO8EGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST-CRETE. CONNECTERS ARE TOBEGALVANIZED. G.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST^CRETE CONCRETE LINTELS. 7.BOTTOM OFLINTELS ARE TOBEPLACED ATTOP dFWINDOW, DOOR AND CLEAR SPAN OPEN|NGS� � . � B LINTELS � `' � & THE TRUSS FRAMING SHOWN |SSCHEMATIC |NNATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THEASSUMPT|ONTHE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S RB/|EVV/\ND APPROVAL. 1O.PLACE 2x4PTTPALIGN WITH TOP AND BOTTOM CHORDSOFROOF TRUSSES SECURE 2xMEMBERS TOWALL WITH H|LT|X'ZF.POWDER ACCTUATED FASTENER, ZF72p8S3O..l77""x27/8' LONG, WITH WASHER @1H"O.O. 11, TRUSSREACTIONS ANDUPL|FTSSHQVVNARFTHFSAMEONE»rHEND UNLESS OTHERWISE SHOWN DIFFERENT. ' 12,WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13.ALL ELEVATIONS ARE REFERENCED FROM O''0",FINISH FLOOR, UNLESS � NOTED OTHERWISE. BEAM SCHEDULE RRZZ2= INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM 113.01. =BOTTOM OF LINTEL /T-C.A. =TOP OF ARCH /T.O_S =TOP DF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O_ = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP I MID SIZE SPACING - , �ca / \ � |LL �GT � o � . � Q » ^ & 8 � � - � ~ - � & & 8_ ' & 8 8 � � a � & � p » m ^ � Q / ` ^ % ~ Q ° n � # � � a ^ � Q W � * " �`- m � °�� (6° co LL& ~'� � & m ~ LINO, PROVIDE B81WHERE ^ � � & ^-_----~^~ � ROOF 8 ~ � # {)FWALL EL. 8''8'.UN[). 3� % � $ � c ~ $ p ~ , v ' ~ � m � � ull k"ll #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK II 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" i NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�G\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �\\\� PLACE STEEL HEIGHT. �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST \ \ TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. �FLP\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 0� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL /REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. - / • G 8x8 BOND BEAM • OQ��\ W/ (1) #5 BAR F F FILLED W/ GROUT �\AO U = UNFILLED GROUT SOLID FF \O NOMINAL LINTEL TO TOP C COURSE BEAM COURSE # OF #N END BOND WIDTH � BEAM, IF FILLED 16-1 T/1 M/OB 8x8PLW/(1) Q� HEIGHT �� LINTEL W/ 51 NOMINAL � LENGTH OFF BAR # OF #5'S, TOP OPENING -2" IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE -CAST C( AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O'STE IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL - AND XUXX - 1T/OM/DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION \ / SCALE' 11/2"=V-0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 19' O.C. MAX. MIN 1-1/4 EMBEDMENT 2x8 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE-145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL 0 lk V2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END 7116" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=V-0" STEEL REINF. OF BOND. BEAM DIVIDE #5 BAR EACH SIDE a I rr-L rcruvr. Ur O LEVATION BOND: BEAM CHA E CHANGE I'N- 7 ELEVATION OF BOND BEAM SCALE: 3/4"=TA Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR'BEACH, FLORIDA 32937 PH:321-802-3591 lnvw. a bd esi gngrou p. co m AA #: 0003325 :ew x NIP� E ) p J 1 J r.; t w, I r r t I 'Ie 00 ` WSDIV. 8e LOT: CREEKSIDE PHASE 2 F LOT #128 PROJECT# 04321.201 128R1 MODEL 4EBBV "1828-CALI" GARAGE SWING: LEFT PAGE: I, DETAUL'.` j 160 MPH EXP. C FEB 216 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 025 21 SCALE: 1/4 91.119= 0 SHEET S2. 1 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSIT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8° PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB 16-1T/OB 1T/OB 1T/OB 1T/OB 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID �TYPE LENGTH —. &6-lT 8/16-1T 81204T 8C24-IT &28-1T 8132-1T ara-1B 18-ttN ttnB 1v1B 8-1T/1B -1T/1B &S-2T 8/162T sna2T 624-zr en6-2r &W-U 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-0" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 T708 9031 10000 1569 3524 _ 4394 5283 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0' PRECAST 13W 3080 _3815 4670 5325 6079 1961 6113 7192 8524 7627 8751 1363 3060 3815 4570 5325 6079 W-8" PRECAST 819 533 1770 24W 3033 3606 4300 4'-0" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7585 1207 2707 _ 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 25W 3123 38M 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 low2374 29" 3513 4084 1319 4460 7198 7342 5780 6259 1016 2276 2638 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2N9 3009 3470 PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3187 1161 3893 5877 e038 ow um5'-10" 929 2080— 2593 3107 3620 4133 6'-8" PRECAST 692 1139 3227 3031 3707 4383 Mel835 6'-0" PRECAST 410 721 6'-0" PRECAST — 1201 --- 1578 - 190 2332 2709 1139 3227 4598 7054 10000 8825 835 1668 _ 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 2698 3191 3885 7'-0" PRECAST 303 534 7'-0" PRECAST -- 716 ow1181 1462 1743 2025 938 2498 3408 4864 7087 6472 7V �464 1624 _ 2025 2426 2827 =8 9'-4" PRECAST 428 633 1583 2204 2481 2818 2621 9-4m PRECAST 192 384 9'-4" PRECAST 588 767 948 1129 1310 no 1674 2298 3081 4099 4s99 572 1318 1643 1969 2164 2519 IV -so PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10'-0" PRECAST _ _ 356 — 488 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�" PRECAST 330 5" 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11'�" PRECAST _ _ 430 406 — 530 653 TR 872 544 1312 1742 2252 2866 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1598 zoos 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST _ 383 3 _ 476 587 698 763 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1385 1732 2157 2535 13'-4" PRECAST 82 298 13'�" PRECAST 308 303 393 484 575 646 414 T1045 13M 1732 2316 2805 396 780 _ 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 141-0" PRECAST 279 278 _360 443 526 on 390 978 1272 1606 1950 2389 378 717— 961 1192 975 1133 14'-0" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 N5 458 1079 1429 1824 2277 2712 246 663 9B0 1237 1474 1715 16-4 PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387— 464 574 084 793 412 1014 1340 1703 2118 2513 230 616 _ 908 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1730 2047 192 506 720 501 1135 1312 19'�" PRESTRESSED N.R. NR NR NR NR NR NR 19-4'" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R.1'�{" 125 21'�" PRESTRESSED 142 219 308 381 454 527 180 50 833 1038 1168 1486 142 373 537 690 816 943 22�-0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 116 22'� PRESTRESSED 137 226 290 359 428 497 185 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 2N-0" PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITII AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code Compliance Universal Engineering Im Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT- FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2125 DATE: 02 / / SCALE: 1 /4"=1' — 0" SHEET 2e2 Aj G! I: FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/, (9) 10d x4 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x'1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS', FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED 5 LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS 8. LINTELS SHALL HAVE 4 NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36 .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0 FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW, TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. IRDER/TRUSS TRUSSES W/2X4 /2x6 BOTTOM BOTTOM CHORD CHORD --- x4 SCAB NAILED TO DIAGONAL END JACK A- TRUSS BOTTOM BRACING/BOTTOM CHORD W/MIN (4) 1Od CHORD BRACING WHEREAPPLICABLE NAILS FOREACH CHORD.CONNECTION A DISSIMILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 GIRDER/TRUSS BOTTOM CHORD W/2X6 BOTTOM CHORD kill DIAGONAL 2X4 SCAB NAILED T( BRACING/BOTTOM TRUSS[ CH CHORD BRACING VN W/MIN (4) tOd NAILS FOR EACH CHORD CONNECTION rD1 DISSIMILAR BOTTOM CHORD BRACING @ MID R' TO CMO(4 U4 %21/25DSSC WSTO WOOD 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)116d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO °' BRACE TOP OF WALL. ydj U U U CJ1., If I-�r--tr--11 - - II II�II 11-11 11-11 II III CA o CJ3 = u n u n n n n u #I n n n I 1 C a II -�-_ CJ3 II II II II II AT�C H o" L NG 2x CAB C J 5 == T USS 10d AILS 6"O.'-� CJ5 I - ,. (4" =ROM A. EN ) 1- _ 1ST 1A 1==�c=-=_�==-L-==�1 As I N1, w k11 _ Fi C2" A2=PREP 6 %1TED ROOF _ TRUSSES 2C0.111 MAX. i - Of �� I I I I I I I I I I I I 1 l � TRUSSES W/2X4. BOTTOM CHORD, I I I I I IAGONAL BRACING/BOTTOM N1 1 PPP IR IN CHORD BRACING "ry A1A i iN 1 o - 22"x54" ACCEI3S j I I I I L _ I {td 1ST ti 1 � A3 _ 1ST - -- 1ST A5GE I GT I 1 K � kDA - - __ _ -_ - _ - _ EJ2 - - - CONNECTOR SCH EDUCE C.STROL DATE: OI/2,12020 Miiek AR Sam. - ) Milel(USP SIMPSON DES. 11PllFi 6PAVRY DES. UPLIFT GNAVIIY !. SRNfR FASTENER HTAIGFR IDES Mri'lA FRED 181 INN 11/2"1-PLY,(] 16c.2-PLY, EMBED4' (2)XTA 1618 2430 (10)1a x1/2'.1PLY 16) Ifid 2-PLY, EMBE04" 12) META-]6 1985 - (33) ]OM e ] 3/2" 1P)4 FMBE04" (30)10tl x ] ]12• ]nLY, EM3E04" HTA l6 IBIO HfTA-]fi 1810 (10)]Otl%I1/2", (8)]Etl2 PL EM8E04" XTA 2➢ iB]II HETA- Ra Bad x 11/2"LPLY DI1Titl2-PIX EMBED4• 20 1010 I'D) lM , in , (8) 6tl S PLY EMBED4" (91 I0d X 1112" i PLY (8) Ifid 2 PLY, EMBED4" (21 HTA30 2430 (2)HETA 20 2035 (12)IN A 11/2", SPRY, EMBED AL (10)100 µ 11/2"I PLY EMBED4" 25M (10116d2PLY, fMBEll4 IF) 16d2113, EMOFDP' LJ6T2 1655 .1 IS., BLK(5)1/4X3"Weds 3 R AN ,WOOD(16)]W. P) 1/4 X21/4 TIED, WOOD(16116d LUGi-3 gada LOTS-S0525 34W CONC(4)3/8"%5"Wdl.BOlhAncco•S, WOOD(12) W525 (12)EGA 1/4-X3"TO GIRDER, (4)3/8"µ5"TITFN HUfO WALL OOZE-20 2430 DETAL-A 24R0 116) 10b"1/2,1 PLYALTERNATf USE OFl2) HTA-20ACCEPTABIE 119) DOdxl l/2, I PLYALTERNATE USE OFI2)ITTA-20ACCEPLAB HIUGT35+ 394E MGT+ 3965 (1)SIR "AT.R.I NHIGXSTRENGTHEPO%Y(MIN 12' EMBEO),(1)110d TOWOOD) Il)5/8'A. T.R. IN HIGH STRENGTH EPO%YI N. IYEMBED),I22)] TOWCU HLlar'. 95]S HGL-+ 810d MAS NRY2 4"AT.R 2 ]0690 WOOD(1 d 3/ 2 () ()3/4'AT.R.IN HIGH STRENGTH 4Y0%YIMIN.]PfMBE0, 1fi)1 CTO WCO NV613t 98W HGTdf ]0690 WOOD(8)1W,MASONRY(2)3/4"ATA (2)3/4AT.R. I N H IGH STRENGTH EPDXY (SIT 12" EMBED), 15) IN TO W00' 1210 PARALLF L IOWALL LPTq ]S 104ARALLEI'D WALL LTA2 1230 PIPES OICUWR TO (10) IN x11/1." ,1 10 PF RPFN DICl1lAR TO WALL WALL (]010tl %]1/2" MUGTI$ 3945 NET PERU (1)5/8'ATR: IN HIGHSTRENGTH EPDXY (MIN ,12" ENTER), (4) IN TOP/16)10d PACE/(12 BOd 0ACKOF TRUSS l)5/0 ATI(.INHI6H STRENGTH FPDXY(MIN.12"EMBEDf, (16)S S1/4';i' HWi 95I5 (2). 71. (2)5/8'ATR.IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 8) IN 12)5/8 pT5.IN HIGH STRENGTH EPDXY IMIN.12"EMBEO).(32)5 V4,X3" MTWI'2 a. Mi512 PER !I LET L,d X 1112',(14) BOB (14)10d A1]/2' FIND !A 1355 HTS-16 INTO (16)]M%11/2", 16)IW I'D)'ad X1S/2" HTW 20 1SIR POSTS) 1310 (2RI IN- l in-,(20) Bad (24)I0l X11/2^. HTW24 1355 HTS24 I3m (2411EE X 1 vh'. RO) IN (24)10d x11/2^ LETA 1E++ 930 UTA-12 ++ 925 I'D)IN FILL ad LETA 18" 1235 BTA-18++ 1255 (141 IN (14)LOT MSTA-18++ 1310 MST0.18 a+ 13I5 110IN MSTA-14++ ].a MSTA-24M ISN'T 1]4)1N (18)1N jig) IN META 30++ 2065 M5TA30++ 1050 (22)IN (22)1. MSTA 364+ 2065 MIT0.3D- 2050 poIN K511236 2]65 b�ll 38p6 (36)lad 136)]N X1]/2" [16)lOd %]l/2' XT51248 I'm STILL 1141 BOd X1112' (4811N%110 LFTA6 9W. 2055 (16)N X 11/2",(16)Ed) LED go TD PLATES, (3) M TO STUDS S114 8]S 825 (fi)1N TO STUDS(6) tN TO PLATE, (61 TOE x 11/2"TO STU05 MP34 SIR 1. F1@Ida%, 430 (4)8dx➢l/2" iO BEAM, (4)Btl x11/"TO WST. 14)N%11/P' TO BEAM,(4) BC 111/2"TO WST.HHCP2 6PD 590 (IO10dx]l/2"TOTHJ3NS Il/2TOPIATF :12)ladXIU/- BIRA lB20 i.a (a)1N.I1/PTO iRb5518)]Ni11R"TOPLATE 1D 101 X11/2. MUGT158 PHD4q 4115 YEAH 2H)IOd TOTRUS$,(IOI W53 WOOOSC Rf WE TO POST W1 BID' THREADED AD (16)NOS1/P'x3"TO WOOD,(]0)-SDS 1/4"X21/2"W/TXRFADEDPD I2) PU] ASHER2 PLY MUGTISSPH. 41]5 41. (28)Bad TO TRUSS, 410) W83 WOOD. SCREWSTO PGSTWP`%D` THREADEDROp :16)'SIR IfTX3"TO WOOD, 3 ()3/4"STUD BOLTS W/iHREppEDR D, (2)NV ASXEW2PL4 PAU44 2535 fiP.S ABJ442 23N ]]50 f1J5/8"A1.Il, IN FIRM .STRENGTHEPDXY,IMIN.I"EMBED) INCONC,(]2)1ftllUWWD Ill S/8"Ai.R.INHIGH S:TRENRHEPDXY, (MIN .]" EMBED) IN CON ,(12)SN OW000 PAU65 2451 FILMS ABU 662 2190 182M (115/9"AUK IN HIGH BTRENGTH EPDXY,'MI NT' GREW) IN CORE, (1211M10 WOOD (1) SIR' A.T.R. IN HIGH SI RE NGTH EPUXY,(MIN.]" EMBED.) IN C0 K.i112ADU OWWD ' LTS19++a 1205 LIFE+aa. 1310 (1)3/4Ai R:IN. H IGH SIRE NOTE fPDXY,(MIN T EM OF 0) IN GONG, Ral0d TO WORLD IllI/4AT R. IN HIGH STRENGI HEPWY, IMIN.]' EMBED. I IN 101 , BROMI W000 IT520B+++ 11CO LTROB+» 1501 (1) 314 A TR IN HIGH, STRENGTH EPDXY, (MIN] EMSE D) IN CORD,(]O)IN x 1.112 TO WOOD (1)112 A TR IN HIGH STRENGTH EPDXY, (Ma V.]" UNTEED. I IN CON,(10)1N DWOOD HIT. 41W H14 4455 111 Sir A T R. IN HIGH STRENGTH EPDXY (M IN T EMBED) IN CONC.,(19) ME 21/2" (1)518 A T.R: IN HIGH STRENGTH EPDXY(MIN .]"EMS EDJ IN ODW (26)16d 2112 Hll'45 5B. PLUS 10. (1)5/8"ATR. IN HIGH STRENGTH EPDXY (MIN, 7 EMBED)' NCONC.,(25) BAD X21/2" (i)S/H A Ft IN HIGH STRENGTH EPDXY (MIN .]"EMBELI,JINCONC(26)16tl 2I Nn0O1I 505. UPHOI1a ]4395 25.+ 11810 (l]ATRIN NIGH$'TRFNGTX EPDXY,IMIN:10" EMOfD)INCONC.,(24)WERAFOOSCREWS (Ill AT.R. IN HIGH SNILNGIH EPDXY, (MIN. 10" fMBE0j1NCU .,DTSDS."x2H' WODDSCREWS PXDSA 652E (1) T/r DE. IN HIGH STRENGTH GROSS, (MIN]" FMSEDI'BOUND (141 W53 WWDECREWS µl]/8"A.B. IN HIGH STRENGTH EPDXY,MIN.]"FMBED.)IN HDIP 6645 ., 13)3/4"5 UD DOLTS 40WWD' TD%B ]8]0 (l)]/8"P. b.IN XIOX STRENGTH EPDXY ,(MIN.T'EMBED)INCONC.(3)]/8'.'SLUDW111F.WCOD NFM35%12U )51W ]130 MBHA 34]5 BIRD Ill 112".F'BOIT W St CHO B E"ITS55INAN 4" FROM EDGE OFCDNCW/3/4"OIA DW RAMS (])3(4 AT,R; IN XIGH STRENGTH EPO%Y,(MIN. 6.]5"EMBEDMEM) IN C M L: P,(1)3/4' A T R IN. H IGH STRENGTH 3.58/"D, DYNA SO'SLEFVEANCHOR OR EO W/MIN ^i PM B ED INSTALLED IN FACK FT1N ATFOIST EPO%Y(MIN.E]5"EMBfDMEM)IN CM.U: FACT T",IN TO BEST 2]]OISW3nl HVSGl2 2XIS(SO%1 - XU54121F 3615 WWD 3435 110) JN TO H EADE R,(IIO) TRY TO WOOD (10) FEB TO H EAGER, (10) Idd TO WOOp 3325 (125%I ( ) 3220 (125%) HOIME(CMU) 1950 3W0 HW415 18N 45N. (1814 a3 W53 SCREW$ I10)]NTO CMU) WOOD WSP(20)i/]6 TAPPERa, (10) 1NTO WOOD (IS)1/4x2dr4_TUBS (9 PER FLANGE) TO CMU.(10) RE TO WOOU HD]10-2F(C1NU) 1950 E0.. HJC210-2 1800 4500 116 1/E+x3""W53 RFWS, lO110d TU I18 ] 4 2d 1CMU) WCOB WSP (20)3/16I'TAPPERa; hOpNiOWCCD ) / "x /4" TITFN(9 PER FLANGE)TOtDROE011NTOWOO HD210SIF(CMU) "RE SU15 HUC2163. 18N 4500 x3""W535fREW5,(]O)1WID (CMU) WOOD YSP(003/16 TgPpFAp 110pNiO WODD (10)1/4x23/4' TITEN(9 PER FIANGETRI IO10d TOWWD LGUMd&] 212$ 6065 LGVM2GbS 1nID 5595 (4)3/i KP'Wetlge-BOO+An4M1OTs, WOUD(4)µ$3 WCOOSCREWS - (4)9/gX6TITFN HDA4CNOR5(2 PER FLANGE) 7 \� f�-1- 8 FRAMING PLA N. SCALE. 1/4" _ T-OH 1A T1 ..f -. , ".. , i O U O 4 m o d' N O U. c9 Q Z z U W Q 0 re Fm U t- O q m o N O IL C9 Z Z Q 0 m 0 � 0 U 2 U O O o m 0 � N O� U- /n V J /Z_' Z v O `� Qm o N� LL 0 U Reviewed for Code 23 Compliance Universal Engineering. Sciences 2194 H WY A1A, SUITE 301 INDIANrHARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 fj II I J LA �j ) IT ti Ij Dim jxav�_I_J_ �I�6,,M_111111111 U) I a r: 13 1 rr i o-� a e rI um=p'v> m go ii:4Ya) CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL 4EBB "1828-CALI"k GA1R,A477E SWING;° LEFT maXx� PAGE: og FRAMING PLAN €,1 I: 160 MPH EXP. Lmi DATE: 02/25/21 SCALE: 1/4"=11- 011 SHEET S 3 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)116d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO °' BRACE TOP OF WALL. ydj U U U CJ1., If I-�r--tr--11 - - II II�II 11-11 11-11 II III CA o CJ3 = u n u n n n n u #I n n n I 1 C a II -�-_ CJ3 II II II II II AT�C H o" L NG 2x CAB C J 5 == T USS 10d AILS 6"O.'-� CJ5 I - ,. (4" =ROM A. EN ) 1- _ 1ST 1A 1==�c=-=_�==-L-==�1 As I N1, w k11 _ Fi C2" A2=PREP 6 %1TED ROOF _ TRUSSES 2C0.111 MAX. i - Of �� I I I I I I I I I I I I 1 l � TRUSSES W/2X4. BOTTOM CHORD, I I I I I IAGONAL BRACING/BOTTOM N1 1 PPP IR IN CHORD BRACING "ry A1A i iN 1 o - 22"x54" ACCEI3S j I I I I L _ I {td 1ST ti 1 � A3 _ 1ST - -- 1ST A5GE I GT I 1 K � kDA - - __ _ -_ - _ - _ EJ2 - - - CONNECTOR SCH EDUCE C.STROL DATE: OI/2,12020 Miiek AR Sam. - ) Milel(USP SIMPSON DES. 11PllFi 6PAVRY DES. UPLIFT GNAVIIY !. SRNfR FASTENER HTAIGFR IDES Mri'lA FRED 181 INN 11/2"1-PLY,(] 16c.2-PLY, EMBED4' (2)XTA 1618 2430 (10)1a x1/2'.1PLY 16) Ifid 2-PLY, EMBE04" 12) META-]6 1985 - (33) ]OM e ] 3/2" 1P)4 FMBE04" (30)10tl x ] ]12• ]nLY, EM3E04" HTA l6 IBIO HfTA-]fi 1810 (10)]Otl%I1/2", (8)]Etl2 PL EM8E04" XTA 2➢ iB]II HETA- Ra Bad x 11/2"LPLY DI1Titl2-PIX EMBED4• 20 1010 I'D) lM , in , (8) 6tl S PLY EMBED4" (91 I0d X 1112" i PLY (8) Ifid 2 PLY, EMBED4" (21 HTA30 2430 (2)HETA 20 2035 (12)IN A 11/2", SPRY, EMBED AL (10)100 µ 11/2"I PLY EMBED4" 25M (10116d2PLY, fMBEll4 IF) 16d2113, EMOFDP' LJ6T2 1655 .1 IS., BLK(5)1/4X3"Weds 3 R AN ,WOOD(16)]W. P) 1/4 X21/4 TIED, WOOD(16116d LUGi-3 gada LOTS-S0525 34W CONC(4)3/8"%5"Wdl.BOlhAncco•S, WOOD(12) W525 (12)EGA 1/4-X3"TO GIRDER, (4)3/8"µ5"TITFN HUfO WALL OOZE-20 2430 DETAL-A 24R0 116) 10b"1/2,1 PLYALTERNATf USE OFl2) HTA-20ACCEPTABIE 119) DOdxl l/2, I PLYALTERNATE USE OFI2)ITTA-20ACCEPLAB HIUGT35+ 394E MGT+ 3965 (1)SIR "AT.R.I NHIGXSTRENGTHEPO%Y(MIN 12' EMBEO),(1)110d TOWOOD) Il)5/8'A. T.R. IN HIGH STRENGTH EPO%YI N. IYEMBED),I22)] TOWCU HLlar'. 95]S HGL-+ 810d MAS NRY2 4"AT.R 2 ]0690 WOOD(1 d 3/ 2 () ()3/4'AT.R.IN HIGH STRENGTH 4Y0%YIMIN.]PfMBE0, 1fi)1 CTO WCO NV613t 98W HGTdf ]0690 WOOD(8)1W,MASONRY(2)3/4"ATA (2)3/4AT.R. I N H IGH STRENGTH EPDXY (SIT 12" EMBED), 15) IN TO W00' 1210 PARALLF L IOWALL LPTq ]S 104ARALLEI'D WALL LTA2 1230 PIPES OICUWR TO (10) IN x11/1." ,1 10 PF RPFN DICl1lAR TO WALL WALL (]010tl %]1/2" MUGTI$ 3945 NET PERU (1)5/8'ATR: IN HIGHSTRENGTH EPDXY (MIN ,12" ENTER), (4) IN TOP/16)10d PACE/(12 BOd 0ACKOF TRUSS l)5/0 ATI(.INHI6H STRENGTH FPDXY(MIN.12"EMBEDf, (16)S S1/4';i' HWi 95I5 (2). 71. (2)5/8'ATR.IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 8) IN 12)5/8 pT5.IN HIGH STRENGTH EPDXY IMIN.12"EMBEO).(32)5 V4,X3" MTWI'2 a. Mi512 PER !I LET L,d X 1112',(14) BOB (14)10d A1]/2' FIND !A 1355 HTS-16 INTO (16)]M%11/2", 16)IW I'D)'ad X1S/2" HTW 20 1SIR POSTS) 1310 (2RI IN- l in-,(20) Bad (24)I0l X11/2^. HTW24 1355 HTS24 I3m (2411EE X 1 vh'. RO) IN (24)10d x11/2^ LETA 1E++ 930 UTA-12 ++ 925 I'D)IN FILL ad LETA 18" 1235 BTA-18++ 1255 (141 IN (14)LOT MSTA-18++ 1310 MST0.18 a+ 13I5 110IN MSTA-14++ ].a MSTA-24M ISN'T 1]4)1N (18)1N jig) IN META 30++ 2065 M5TA30++ 1050 (22)IN (22)1. MSTA 364+ 2065 MIT0.3D- 2050 poIN K511236 2]65 b�ll 38p6 (36)lad 136)]N X1]/2" [16)lOd %]l/2' XT51248 I'm STILL 1141 BOd X1112' (4811N%110 LFTA6 9W. 2055 (16)N X 11/2",(16)Ed) LED go TD PLATES, (3) M TO STUDS S114 8]S 825 (fi)1N TO STUDS(6) tN TO PLATE, (61 TOE x 11/2"TO STU05 MP34 SIR 1. F1@Ida%, 430 (4)8dx➢l/2" iO BEAM, (4)Btl x11/"TO WST. 14)N%11/P' TO BEAM,(4) BC 111/2"TO WST.HHCP2 6PD 590 (IO10dx]l/2"TOTHJ3NS Il/2TOPIATF :12)ladXIU/- BIRA lB20 i.a (a)1N.I1/PTO iRb5518)]Ni11R"TOPLATE 1D 101 X11/2. MUGT158 PHD4q 4115 YEAH 2H)IOd TOTRUS$,(IOI W53 WOOOSC Rf WE TO POST W1 BID' THREADED AD (16)NOS1/P'x3"TO WOOD,(]0)-SDS 1/4"X21/2"W/TXRFADEDPD I2) PU] ASHER2 PLY MUGTISSPH. 41]5 41. (28)Bad TO TRUSS, 410) W83 WOOD. SCREWSTO PGSTWP`%D` THREADEDROp :16)'SIR IfTX3"TO WOOD, 3 ()3/4"STUD BOLTS W/iHREppEDR D, (2)NV ASXEW2PL4 PAU44 2535 fiP.S ABJ442 23N ]]50 f1J5/8"A1.Il, IN FIRM .STRENGTHEPDXY,IMIN.I"EMBED) INCONC,(]2)1ftllUWWD Ill S/8"Ai.R.INHIGH S:TRENRHEPDXY, (MIN .]" EMBED) IN CON ,(12)SN OW000 PAU65 2451 FILMS ABU 662 2190 182M (115/9"AUK IN HIGH BTRENGTH EPDXY,'MI NT' GREW) IN CORE, (1211M10 WOOD (1) SIR' A.T.R. IN HIGH SI RE NGTH EPUXY,(MIN.]" EMBED.) IN C0 K.i112ADU OWWD ' LTS19++a 1205 LIFE+aa. 1310 (1)3/4Ai R:IN. H IGH SIRE NOTE fPDXY,(MIN T EM OF 0) IN GONG, Ral0d TO WORLD IllI/4AT R. IN HIGH STRENGI HEPWY, IMIN.]' EMBED. I IN 101 , BROMI W000 IT520B+++ 11CO LTROB+» 1501 (1) 314 A TR IN HIGH, STRENGTH EPDXY, (MIN] EMSE D) IN CORD,(]O)IN x 1.112 TO WOOD (1)112 A TR IN HIGH STRENGTH EPDXY, (Ma V.]" UNTEED. I IN CON,(10)1N DWOOD HIT. 41W H14 4455 111 Sir A T R. IN HIGH STRENGTH EPDXY (M IN T EMBED) IN CONC.,(19) ME 21/2" (1)518 A T.R: IN HIGH STRENGTH EPDXY(MIN .]"EMS EDJ IN ODW (26)16d 2112 Hll'45 5B. PLUS 10. (1)5/8"ATR. IN HIGH STRENGTH EPDXY (MIN, 7 EMBED)' NCONC.,(25) BAD X21/2" (i)S/H A Ft IN HIGH STRENGTH EPDXY (MIN .]"EMBELI,JINCONC(26)16tl 2I Nn0O1I 505. UPHOI1a ]4395 25.+ 11810 (l]ATRIN NIGH$'TRFNGTX EPDXY,IMIN:10" EMOfD)INCONC.,(24)WERAFOOSCREWS (Ill AT.R. IN HIGH SNILNGIH EPDXY, (MIN. 10" fMBE0j1NCU .,DTSDS."x2H' WODDSCREWS PXDSA 652E (1) T/r DE. IN HIGH STRENGTH GROSS, (MIN]" FMSEDI'BOUND (141 W53 WWDECREWS µl]/8"A.B. IN HIGH STRENGTH EPDXY,MIN.]"FMBED.)IN HDIP 6645 ., 13)3/4"5 UD DOLTS 40WWD' TD%B ]8]0 (l)]/8"P. b.IN XIOX STRENGTH EPDXY ,(MIN.T'EMBED)INCONC.(3)]/8'.'SLUDW111F.WCOD NFM35%12U )51W ]130 MBHA 34]5 BIRD Ill 112".F'BOIT W St CHO B E"ITS55INAN 4" FROM EDGE OFCDNCW/3/4"OIA DW RAMS (])3(4 AT,R; IN XIGH STRENGTH EPO%Y,(MIN. 6.]5"EMBEDMEM) IN C M L: P,(1)3/4' A T R IN. H IGH STRENGTH 3.58/"D, DYNA SO'SLEFVEANCHOR OR EO W/MIN ^i PM B ED INSTALLED IN FACK FT1N ATFOIST EPO%Y(MIN.E]5"EMBfDMEM)IN CM.U: FACT T",IN TO BEST 2]]OISW3nl HVSGl2 2XIS(SO%1 - XU54121F 3615 WWD 3435 110) JN TO H EADE R,(IIO) TRY TO WOOD (10) FEB TO H EAGER, (10) Idd TO WOOp 3325 (125%I ( ) 3220 (125%) HOIME(CMU) 1950 3W0 HW415 18N 45N. (1814 a3 W53 SCREW$ I10)]NTO CMU) WOOD WSP(20)i/]6 TAPPERa, (10) 1NTO WOOD (IS)1/4x2dr4_TUBS (9 PER FLANGE) TO CMU.(10) RE TO WOOU HD]10-2F(C1NU) 1950 E0.. HJC210-2 1800 4500 116 1/E+x3""W53 RFWS, lO110d TU I18 ] 4 2d 1CMU) WCOB WSP (20)3/16I'TAPPERa; hOpNiOWCCD ) / "x /4" TITFN(9 PER FLANGE)TOtDROE011NTOWOO HD210SIF(CMU) "RE SU15 HUC2163. 18N 4500 x3""W535fREW5,(]O)1WID (CMU) WOOD YSP(003/16 TgPpFAp 110pNiO WODD (10)1/4x23/4' TITEN(9 PER FIANGETRI IO10d TOWWD LGUMd&] 212$ 6065 LGVM2GbS 1nID 5595 (4)3/i KP'Wetlge-BOO+An4M1OTs, WOUD(4)µ$3 WCOOSCREWS - (4)9/gX6TITFN HDA4CNOR5(2 PER FLANGE) 7 \� f�-1- 8 FRAMING PLA N. SCALE. 1/4" _ T-OH 1A T1 ..f -. , ".. , i O U O 4 m o d' N O U. c9 Q Z z U W Q 0 re Fm U t- O q m o N O IL C9 Z Z Q 0 m 0 � 0 U 2 U O O o m 0 � N O� U- /n V J /Z_' Z v O `� Qm o N� LL 0 U Reviewed for Code 23 Compliance Universal Engineering. Sciences 2194 H WY A1A, SUITE 301 INDIANrHARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 fj II I J LA �j ) IT ti Ij Dim jxav�_I_J_ �I�6,,M_111111111 U) I a r: 13 1 rr i o-� a e rI um=p'v> m go ii:4Ya) CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL 4EBB "1828-CALI"k GA1R,A477E SWING;° LEFT maXx� PAGE: og FRAMING PLAN €,1 I: 160 MPH EXP. Lmi DATE: 02/25/21 SCALE: 1/4"=11- 011 SHEET S 3 7 \� f�-1- 8 FRAMING PLA N. SCALE. 1/4" _ T-OH 1A T1 ..f -. , ".. , i O U O 4 m o d' N O U. c9 Q Z z U W Q 0 re Fm U t- O q m o N O IL C9 Z Z Q 0 m 0 � 0 U 2 U O O o m 0 � N O� U- /n V J /Z_' Z v O `� Qm o N� LL 0 U Reviewed for Code 23 Compliance Universal Engineering. Sciences 2194 H WY A1A, SUITE 301 INDIANrHARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 fj II I J LA �j ) IT ti Ij Dim jxav�_I_J_ �I�6,,M_111111111 U) I a r: 13 1 rr i o-� a e rI um=p'v> m go ii:4Ya) CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL 4EBB "1828-CALI"k GA1R,A477E SWING;° LEFT maXx� PAGE: og FRAMING PLAN €,1 I: 160 MPH EXP. Lmi DATE: 02/25/21 SCALE: 1/4"=11- 011 SHEET S 3 um=p'v> m go ii:4Ya) CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEL 4EBB "1828-CALI"k GA1R,A477E SWING;° LEFT maXx� PAGE: og FRAMING PLAN €,1 I: 160 MPH EXP. Lmi DATE: 02/25/21 SCALE: 1/4"=11- 011 SHEET S 3 Lmi DATE: 02/25/21 SCALE: 1/4"=11- 011 SHEET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 10d x 1 12" NAILS TO TRUSS WALLIFLOOR 'ROOF/WALL/FLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 Z' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x4", (16) 1 Od x3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAYBE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 q'" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1 770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS; 1-:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) ` TYPICAL TRUSS/ SSSGIRDERC i CONNECTOR(S NOTCH DEPTH 114*D O HOLE EDGE >518" HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8" lt� BTM. —1 PLATE STUD NOTCHING AND BORING LIMITS HOLE DIAMETER < 3/5*D DBL. STUD ENGINEERED WOC D TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR R VIE SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4". (9) 10d x 1 Z" NAILS TO 'p 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRE E O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION W11 H j ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) B' x 5" TITEN HD TO CMU AND (12) SDS ` 4" x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDERTIEDOWN`.WITH FASCIA (2) z" x 5" TITEN HD TO CMU AND (18) SDS 4' x 1x2, 2x WOOD 1 3" TO GIRDER SEE ARCHITECTU L C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ GALV. COMMON NAILS. 1 (2) 2' x5"TITEN HD TO CMU AND (18) SDS 4" x 31' 1x2 SECURED W/ 110d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON N ILS BEAM ` ENSURE THAT CELLS ARE GROUTED 12" 0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIND TYPICAL ROOF 2a 2b 2c GIRDER CONNECTORS) SCALE:3/4"=1'-0" 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) I # 1100 UPLIFT SIMPSON — HTSM20 W110 10d TO TRUSS AND (4) 1/4" x2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1 /4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM L TITEN 2 ANCHORS MIN. 2 COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C ~� —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ INTERSECTION TYP. BTM, CHORD BRACING V\1 © croi G aIA-,=11-0" SGALE:: 3/4"=1'-U" (2) 2X4 No.2 SYP DIAL: 1 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, 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" 0 C MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE.3/4"=1'-°" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 314"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences h CREEKSIDE I PHASE 2 LOT #128 PROJECT# 04321.201 128R1 MODEIz 4EBB "1828-CALI" GA -RAGE SWING: LEFT PAGE: I DETAILS I 160 MPH EXP. C �) ARCHITECT- STATE OF FLORIDA FEB 2 6 2021 ,11 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 25 21 DATE: SCALE: 1/4"=1'-0" ;4 SHEET S3o1) PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY E ECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W1 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH cl TRENGTH EPDXY 6" MIN. E MBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. F LATE W1 12d's 8" O-C. MAX CONC. POURED - - - - LINTEL COURSE m 2194,HVVY AlA, SUITE 301 A INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 mAtmabdesigngroup.com AA#00033 - Immm IGO V M13 107 LC T® CREEKSIDE PHASE 2 LOT #128 FIROJECT# 04321.201 128 1 MODEL. 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE. DETAILS 160 MPH EXP. C 41CHAEL C. ANDERSON pMMEffiNMMWMWMWUVA0l=% PRINT DATE: 02/25/21 SCALE: 1/4"=1'-O" ppppppPPp ppppppPpp VTCR SPACING (1) AT EACH END ppppPPP1P (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT VTCR AND 6'-0" O.C. MAX. ppplPpppP BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) - TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)"X' BRACE ppG`Pq G 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS �� ppppppppp (1) X' BRACE @ CENTER pPppppppp (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \� pp VPIPGp9 FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR OENGINEERTEOD - DETAIL FOR STRAPPING INFO. SIDE VIEW lx2. 2x WOOD FASCIA NECTION PER SEE ARCHITECTURAL SS MFG. 2x SECURED W/(3) 16d WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C AND APPROVAL SECURED W/ (2) 12d's @ PRE—ENGINEERED MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE VALLEY TRUSS CONNECTION GABLE END PRE—ENG'D TRUSS 2 1 SCALE N.T.S. W/ HIP RETURN SCALE 3/4"=l'-0" ry '- Reviewed for Code �z Compliance Universal Engineering Sciences 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #128 PROJECT# 04321.201 128R1 DdODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 25 21 DATE: / / SCALE: 1/4"=f-0" SHEET S3oIC GABLE-END � �,M11 k vvvv®Sa 2E v®®vvv� 3 , ilk�x HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e ` = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY; "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE AW " STRUCTURAL EXP 1 SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132 STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE' HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS RSRS-01 SCREW SHANK PER INCH) Bid RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX'OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O-C. TOP & ^"�r�^ ^^ T^"^^ BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATfACHEMENT SPACING ZONE 1: Sd NAILS @ 4' O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n,'2r: 8d NAILS @ 4" O.C. ON EDGE AND 4"O.C. INFIELD ZONE 3,3e, 3r: Bid NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD �V V J Z W Z (7 Z) 0 (Dw Z@ Z U 2 p IY ro Sd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z Z Q Y W z LL 2 z / U Z O 0 R ,x BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP'OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING EX 1. SHEA I HING A I I AGHMIEN I. FC #8 2" DECK SCREWS @ 6%8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTFIREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 1• , TYP.3/4"'T&G SUB -FLOOR DECKING GLUED TO ALL E. S GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'.a STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND - WOOD: PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER A R C H I T.E C T S ARCHARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING W - - - ' ILS SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ON STIRUCTURAL DRAWINGS. APPTECTURAL DRAWINGS FOR LICABLEBUILDINGBUDILD NG CODESTANDARDS:STANDARDS: PBCONS, AND OTHER AR 020, 7th.EDITION ALL WOOD FOR I CRIPPLERS, SILL ----___.-._.._.—..---------- fDeus PROVIDE S MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLA6SAN-GROUND WHERE INDICATEDDN ACI 318-14, BUILDINGCODE REQUIREMENTS F ELASTICITY = 1 4 FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN 0 DRAWINGS. SEAMS LAPPED 61NCHE5ANDSEALED WITH ADHESIVE TAPE COLD -FORMED STEELSTRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS PRESSURE TRE/ SHALL BE RATE[ ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL'AND FORM -WORK: CORROBORATE SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL I ". April 19, 2021 - - EXCEPT INHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL B - - EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE Plaririlri c4L Development Services g p ALLDIMENSIONSCONDITIONSN THE FIELD. DO NOT SCALE E DIMENSIONS ONLY.IED DISCREPANCIES SHALL BE BR q Oucrlr ObLLOW WRI EXCLUSIONSfROM THESE PLANS: MINIMUM NAILw( -Building &Code Regulation Division TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OROTHER NON STRUCTURAL ITEMS 2300 Virginia Ave. F THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID Fort Pierce, Fl. 34982 -- - TON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY REQUIRED BUTARE BY OTHERS. SYP#2 -. - - HE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING (772)462-2172 IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WO, -- SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LO( - RE: Permit # RURING ERECTION. THIS WORK. INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. - WELDED WIRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRU' D.R. Horton Homes ACI TYPICAL DETAILS MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES WIRE MESH FOR SLABS SHALL C - 1jHE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BESUPPORTED WITH 2" CHAIRS SPACED 3-0' OC EACH WAY. TO BE DESIGNEE reeksrde Lot 128 --' - - - Response Letter ' REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS STRESS -GRADE SEALED BY A PR 60 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PU -sheathing TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE RE For the above listed project, the plans indicate 7/16" roof on Sheet.. SNL.. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE This is an error on the plans. The Correct Callout shall be 19/32" Sheathing thickness. and - DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRIC, the Correct reference for Wind pressures is ASCE 7-16 reference. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOF - AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT -TO ENGINEER'S COMMENTARY A - - ROOFLIVE LOAD FLOOR: LIVE LOAD 40 psf : . REVIEW. 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" TRUSS MANUFA( - - - PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITS - - DEAD LOAD DEADLOAD/' FOR ADDITIONAL. INFORMATION. INTERSECTIONS - - - 15 psf TOP CHORD 20 IOsf TOP CHORD (7psfw/ASPHALT SHINGLES) (10�sfw/NoGYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANESTPo 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SI BALCONY LIVE LOAD 60-psf WALL. TRUSSES/GIRDE STAIRS LIVE LOAD 40 psf ND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR L 020) EXPOSURE C, RISK CATEGORY Il) I (ASCE 7-16 (FBC R2020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATION LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED ;" LAYOUT, SPANS - - -. TORAGE: 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 STF - - - ND DECKS:,40psf, GUARDS AND HANDRAILS 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF. THE ENGINEER. STRUCTURAL EN EHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS? PROVIDE ENGINE Opsf MASONRY: PLAN SHOWING 1HOP MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFE Should you have any questions, please feel free to contact me. - DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE - Sincerely, , OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE.. PROVIDED BY TH - COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO S. -. - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK A LL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90,. GRADE f'm = 2000'PSI. BLOCK SHALL BE PLACED USING OF THE DELEGAI AND CLADDING V - _ - ' RAWINGSSUBMITTEDWITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS. BEFORE ALL TRUSS TO Tf. F REPRODUCIBLE SEPIAS. OF STRUCTURAL DRAWINGS (CON-TRACTDOCUMENTS)ARE PROHIBITED' PLACING. CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH - - WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. AT28 DAYS, UNLESS -. DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED,UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM3181, WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED. W/ A'SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION Michael C. Anderson TO CONSOLIDATE GROUT. Florida Architect #AR17305 FOUNDATION/ SITE PREPARATION[ TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL. BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270..HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO - "MODIFIED PROCTOR MAXIMUM DRY. DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557.:TREAT ALL CELLS TO BE FILLED. ---- SOIL .FOR TERMITE PROTECTION. - 2194 Hwy AIA, Suite 301 Indian Harbour Beach; FL 32937 Phone: (321) 802-3591 FILL CMU CELLS SOLID WITH GROUT ATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL www.abdesigngroup.Corn �IHE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE CEO -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS) U.N.O. \\\ CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE 2�,g ;MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIP:'MENTS HAVE BEEN MET SILL STRUCTURALSTEEL•BE MADE BY THE GEO-TECH. ENGINEER.THE MATERIAL, FABRICATION• AND ERECTION OF STRUCTURAL STEELSHALL COMPLY WITH THE� SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, " CONCRETE: TJ]�DIV. LOT: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS. FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM C REEKS ID E A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE FOR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. PHASE 2 O 3,000 PSI REGULAR WEIGHT RBEAMS, COLUMNS AND 5" STRUCTURAL TERRACE SLAB. Lt CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL I q ❑ LOrfT OTHER BOLTS SHALL BE ASTM F31.251F3125M BOLTS WITH WASHERS UNDER. THE TURNED ELEMENT. BOLTS - 1 # 1 CJ CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ,I '� PROJECT# C NCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. ^ Q 04321.201 128 Rl EC. CONCRETE TICKETS. SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON U MODEL: THERE IS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY. :) 4 E B B NON COMPLIANCE WITH THE ABOVE rr 1828- CALI" REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS 3 FOR CONCRETE. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): � Z.*,N.RAGE SWING,@-� B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2'FOR#5AND SMALLER 1 FOR#6 JEF 2" AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS { 1-VT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS r 1 r, DETAILS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE '. SPACING REMARKS. APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 8" Oic GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY 1 1/2" EMBED., 4" END DIST, MASONRY / CONC. NAIL 1 1/2' LONG. TO MASONRY/GONG. NO WASHER FASTENER 81 01C - 1 1/2' EDGE DIST. SGD, AL.. EXT. DOORS 'CASE HARDENED COIL 9" Oic WINDOWIDOOR/ FASTENED GARAGE DOOR BUCK 316" DIA. OR 16" O/C (318" DIA) 4" EMBED., 4" END DIST., 1x PT, SEE NOTE 6 NAIL 1 1/2' LONG STAGGERED INTO MASONRYICONC. TO MASONRY/GONG. 12" DIA. EXPANSION BOLT 24' O/C (V2" DIA) 3" EDGE DIST. wl WASHER WINDOW BUCK CASE HARDENED COIL '.. 9"OfC WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE NAIL 1112"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/GONG. V A REQUIREMENTS REQUIREMENTS EXT. SWING DOOR (2) 3116' DIA "IAPCON" t8" OfC 1 1/2' EMBED, 8" END. NONBEARINGWOOD 1I2"" EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST, 1 1/2" EDGE DIST. WALL i0 GONG SLAB W/ WASHER 24" O/C BOLT DIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0./38" PAF x 2118 9" O/C 4' END. DIST, 1 1/2' PT TO STEEL COL SEE 1,U/ WASHER STAGGERED EDGE DIST. NOTES NOTES 1. STAPLES SHALL NOT BE. USED FOR ANY Sl RUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND•EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED' '. 4. PAF SHALL BE.HILTI X-ZF HEAVY. DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W1 TAPCONS OR PAF TO THE SUBSTRATE. Reviewed for Code Compliance Universal Engineering Sciences 14�160 MPH EXP. C ARCIHITIEGT STATE OF FLOwhd �A FEB 2 61021 MICHAEL C AJRID7` , y AR PRINT 02 25 21 DATE: / SCALE: 1/4"=1°-0" SHEET TYP. EXT. SHEATHING ATTACHMENT Planning & Development Services Department RECEIVED Building & Regulations Division APR 3 0 2021 Reviewed to, Code hance Unive2so'amf PE Product Review Affidavit ST. Lucie County, Permitting vineering Sciences FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4"minimum embed. Into substrate. Locate anchors as MI Window and shown in elevations and installation cletails.For anchoring through frame into masonry FL17499.2 R8 10/08/2023 SH Window 185 SH Doors Non Impact / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum (+38) (-48) (+50) / (-50) embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in installation cletails.For anchoring through frame into masonry/ concrete use 1/4" MI Window and ELCO ultracon tapcons with sufficient length to achive a 11/4" minimum embed. w/ FL15353.2 R5 12/31/2024 Vertical Mullion 5764 Doors Non Ilmpact 1"min. edge distance. Locate anchors as shown in installation details. (+38) (-48) (+48.1 (-48.1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation cletails.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) (-48) (+60) (-60) installation details. For anchoringlethrough frame into wood framing or 2x buck use #10 wood screws with sufficient ngth to achive a 13/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation cletails.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum FL15332.2 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+33) (41) (+48.2) (-48.2) installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side Opaque single of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R6 12/31/2021 Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 11/4" (+36) (-47) door with transom 16.2x7 73 W6 (+29) (-35) (+36) (-42) FL16107.3 R13 (R14) 12/31/2038, Double Garage Clopay N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (PENDING APPROVAL) Door 3/8" Simpson Titen heavy duty screw anchor with 11/8" OD washer into grout filled CMU with min. emben of 2 3/4", min.'iaclge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20%.3/8" dia. X 3" long lag screws with 1" OD washers with a FL8248.11 R20 12/31/2023 Door (ALT) 8024 Wayne Dalton N/A 19/32" thread penetration into seasoned dry -wood supporting structure. (+29) (-35) (+34.4) (-38.3) 3/8" Simpson Titen heavy clu+screw anchor with 2 3/4" emt*fd min 6" between jamb FL14170.7 R14 (1115) 12/31/2023, Double Garage Series 170=175, 177, 180- Overhead N/A and bracket location. 2 3/4" min edge distance. (+29) (-35) (+34.4) (-38.3) (PENDING APPROVAL) Door (ALT) 185, 187 Use galvanized (zinc coated) roofing rails, ii or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. Miami -Dade approved corrosion risistAt tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A FL5259.1 R32 12/23/2023 Underlayment Polystick IRXE Polyglass USA N/A Self adhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment weatherivaster 100 Atlas Roofing Corp N/A Self adhesive (Alternate) FL34546.1 RI 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB-1 APOC N/A Self adhesive (Alternate) FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A install per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A install per manufacturers recommended requirements. N/A N/A (ALTERNATE) FL33919.1 R1 12/31/2024 Soffit Variform Soffits PlyGern N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) (-46.1) 12/31/2023, install per manufacturers recommended requirements. FL15272.1 R4(R5) (APPROVAL PENDING) Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) (-75) 1/4" x 20stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A (+47) / (-53) Less than 6' span panel MFG. screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Pa nelmatd With minimum embedment @ 13/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max, Spacing. Can be headed N/A (+45) / (-50) 6' span or more Wall §�eathing panel MFG. screw or all thread but with wing nuts. Install per manufacturers recommended requirements. FL17147.1 R5 6/27/2021 Zip Syste m Huber N/A N/A N/A Sheathing Install per manufacturers recommended requirements. James Hardie FL13192.2 R6 12/31/2023 Lap Siding Cdfflplank Building Products, N/A §C1 Inc Install per manufacturers recommended requirements. FL1392.1 R7 1/1/2055 1 Joists (2 Story ESR-1336 N/A Only) CONTROL DATE 3.301 goo 2194 HWY AIA, SUITE 30: INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 tl NNW f[n EQ Ci 01 143MUMBOE-77. �&LOT- ST LUME rJ �0 COUNTY I MASTER PA F-ROJECT# MODEL: EXPRESS SHINGLE_ 1GA11AGE SWING: ik,RAGE: III NNW ARCHITECT: kSSTAT�E�06F�"FLORIDA i. MAR 3 0 2021 MICHAEL C. ANDERSON AR NO 17305 6 DATE: ]PRIN03.30.21 T SCA.LE: 1/4"-l' 0 SHEET =moo)