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Home My WebLink AboutBuilding PlanSTATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR:-FLORIDA BUILDING CODE, ]RESIDENTIAL, 7TH EDITION (2020) ALL LOCAL AND STATE CODES 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 Al A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER, AB DESIGN GROUP TAKES 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. -OCCUPANCY -CONSTRUCTION TYPE - MIN. INTERIOR FINISH BASIC WIND SPEED -EXPOSURE -1-STORY RESIDENCE -2-STORY RESIDENCE &_� 8 2 a - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH - C - MAX. HEIGHT AS PER LOCAL AND STATE CODES F.L. V .IS LIVING n1Po SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 50. FT, LANAI SPA SQ. FT. TOTAL 2442 SQ, FT, A/C VOLUME 16411.6 CU. FT. •733-7972 ABBREVIATIONS REVISIONS DESCRIPTION INDEX OF DRAWINGSABV. ABOVE LAV. LAVATORY DATE A/C ADJ. AIR CONDITIONING ADJUSTABLE MUM. M.C. LUMMEDICINE MEDICINE CABINET 01/26/I8 t:D'S ISSUEDAR C HI `I'E C; TURAL SHEET # DESCRIPTION 01/15/15 ALT. ALTERNATE MFR. MANUFACTURER 2011 FBC UPDATE �— '-- AMP. CL CAB, AMPERAGE BOARD CENTER LINE CABINET MIN. M.T. MTD. MTL. MINIMUM METAL THRESHOLD MOUNTED METAL CD'S RE -ISSUED SIDING ELEVATIONS ADDED PG PG PG CI —COVER SHEETBD. GN— GENERAL NOTES Al —FLOOR PLAN 01/16/I5 02/21/18 CLG. CLR. CONC. CPT. CEILING CLEAR CONCRETE CARPET N.T.S. O.C. PL P.B. NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON CD'S RE -ISSUED FOOTING REVISION PER M. BOWES PG PG PG » °� A2D—ELEVATION D El —ELECTRICAL PLAN Pl—PLUMBING PLAN 03/26/18 04/19/18 06121/18 C.T. D. DBL. CERAMIC TILE DRYER DOUBLE PH. PLT. PLYWD. PHONE PLATE PLYWOOD CO'S RE-IO ED ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) PG PG D1—DE'TAILS D2—DETAILS ktSvl~for Code unnr 9 _ 02/19/19 D.G. DIA. DIM. DISP. DUAL GLAZED DIAMETER DIMENSION DISPOSAL PR. P.T. R. RAD. PAIR PRESSURE TREATED RISER RADIUS PLAN MAINTENANCE REVISED LINTEL SIZE AT FRONT ENTRY DOOR PG PG PG WAl—WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS 02/22/19 03/28AS 04/24/10 DP. DR. D.S. DTL. DEEP DOOR DOWNSPOUT DETAIL R.A.G. REF. RM. R.O. RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BAT50N (MEL5J REVISED HVAC VOLUMES ON SQFT CALL SCHEDULE (MEL5.) PG PG WA4—WALL ASSEMBLY DETAILS WA6—WALL ASSEMBLY DETAILS 04/24/19 06/12/19 D.W. DISHWASHER S.C. SOLID CORE EXTDR ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) EA. ELEV. EACH ELEVATION S.D. S.H. SMOKE DETECTOR SINGLE HUNG ADDED LED LIGHTS 0 KITCHEN 4 BATH PER MARK 50*6 06/21/19 EQ. EXH. EQUAL .EXHAUST SHT. SHTHG. SHEET SHEATHING ADDED STONE OPTION ELEVATION C 4 D (TAMPA) FILECopy A"' 01A9/19 EXT. F.G./FX. EXTERIOR FIXED GLASS SHWR. SIM. SHOWER SIMILAR OB/11/19 ELEVATION V SIDING -ADDED LOUVER 9 GABLE ROOF 10/25/19 F.G. FIN. FUEL GAS FINISH SL. SL, GL. SLIDING SLIDING GLASS ADDED OPT. 8'-O' CEILING HEIGHTS - 01/01/20 FLR. FLOOR STD: STANDARD REPLACE USP CONNECTORS WITH SIMP60N CONNECTORS FLUOR, FR.DR. FLUORESCENT FRENCH DOOR SWS SHEAR WALL SECTION REVISE ENKAVENT RADON PLAN DIMENSIONS 04/01/20 GA. GA. FOOTING GAUGE TEMP. TI-IK. TEMPERED GLASS THICK OPT. 8'-O' CLG. HGt ADDED LED LIGHT IN FOYER 04/09/20 04/09/20 GAR. DISP. G.F.I. GARBAGE DISPOSAL, GROUND -FAULT CIRCUIT T.O.C. T.O.P. TOP OF CURB TOP OF PLATE OPT, V-0' CLG. HGT. ELEVATION 'C°- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIELEVATIONSV4 °M' lORL3 STRUCTURAL SHEET # DESCRIPTION INTERRUPTER T.O.S.YPTYPICAL TOP OF SLAB GL. GLASS TYP. 01/15/20 GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED ADDED ELEVATIONS 'MG'-°MH°-'MS' (ORL) --- - - H.B. H.C. HDR. HOT. OR HT HOSE BIB HOLLOW CORE HEADER HEIGHT V.P. W: W/ OTHERWISE VAPORPROOF WASHER WITH 2020 F5C UPDATE ADDED SOFFIT DETAILS PG PG PG S1—FOUNDATION PLAN S1.1A—DETAILS S1.2—DOWEL PLAN 01/01/21 03/03/21 04/26/21 IN INT.T. INSULATION INTERIOR . WD. WOW. W/H W.I. WOOD WINDOW WATER HEATER WROUGHT IRON ADDED ELEVATIONS 'N' 4 'o° (ORL) ADDED STONE OPTION ELEVATION V (MELBOURNE) PG PG PG S1.2A—DETAILS S2—LIFT BEAM PLAN AND NOTES S2.1A—DETAILS 04/21/21 05/01/21 ADDED ELEVATIONS 'P° 4 'Q' (oRL) PG S2.2A--SAFE LOAD TABLES 05/19/21 ADDED DEN OPT. (TAMPA 4 FT MYERS) PG S3—FRAMING PLAN ADDED 20' FOOTER OPTION (TAMPA) PG S3.1A—DETAILS 06/10/21 PG S3.113--DETAILS PG S3.1C—DETAILS PG SN1—DETAILS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrau P.COM AA #: 0003325 SUBDIV 8c LOT: CREEKSIDE F'HASE 2 LOT #59 P RO.TECT# 04321.200 059R1 MODEL. 4EBB "1828- CALI" GARAGE SWING: RIGHI� PAGE: COVER SHEET, 160 MPH EST. C ARCHITECT- STATE OF FLORIDA 01 0 9 2021 MICWkEL C. ANDERSON AR NO 17305 rn.LXr A 1 /21 DATE: 11 / SCAI..EE: 1/4"--1'-0" SHEET GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE 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 WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/d' PVC (SCHEDULE 40), INSULATED WITH'/2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "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. Reviewed for coda Compliance FIRE RESISTANT CONSTRUCTION unrv® 19 see ceseenn9 UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE; 09/08/21 (CM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com Illloi AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT 211 DATE: 11 / / SC ALE: 1/4 " =V- 0" SHEET GN FLAME SPREAD ANp SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL SE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10b r ki 12'-4" 10'-01, -4" 27'-0" 4'-0" 10'-2" (2) 3052-SH I COVERED I LANAI I 8'-8, CLc-L I I ro0fo8 SJxA. (2) 3052-SH EGRESS j b � @ N OOM 8'-8' c4A 41_q DINING ROOM e'-8' cLr: t0 V 6_6 2X5 3: (KIl'-10" BEDROOM #1 a'-8' CvA l <r - I b36 -- I— iI ---„ IOPT i i i IREF --------- --- V. — — — — — — — — — — — F: _ % o � �X b24 sb36y�+(7 KITCHEN Al a'-8' 1 RANGE b36 Al — O -- ARC 8 4 V0 r--- �, I N BATH#1 } W.I.C. 8-8 CLa I C. V. HWR PAN n ,q7 W/ EN I `ti ----- -- IR-18H 3-S _ LAUNDRY i (r�� Il ii I IR 8 8 CLCx i l0 2 i i A. 6'-8" ��--"y 2�_0 G _0 011 '----" 61 0 L— ---u c=t> 1.g N. N � �� i On ii I it ----y I I I V. >: I U ,l " 3'_4 4 0, �y' I' BEDROOM #4 8'-8' CLCx 3-SH N — -0" co I — _ ry 2'-8" c0 3 G.I � N N N ' lu BEDROOM#3 B-8' CLG. m 3'-4° 6 8 3 S :I N-DIC9 ° ° WC. I I ° I I LAV. B I I u IU AI I Iq n m BATH #2 ,8 I I I 8'-8' c A I I Li 2,-q„ BEDROOM #2 I }0 8 -8 G.Cs CAI 5 I/2" I ,oI� (2) 3052-SH I r "� EGRESS 7 — V, � '�i� MT III B 1 11, Al II< I I �� MT. ofi�� Ell 22 x54 I ATTIC I L ACCESS J BOLLARD As REQ. PER BLDG. CODE GARAGE 8-8 CLG FOYER 8 -e cLG. 3068 W/ TRANS. 5 1/2" ENTRY _v 8 -8 CLG 16'-0"Xl'-0"O.H D. o OND w N r c 0 El 3 5 —_ roigloll 2'-8" 4' - 4" R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 WAILS t GABLE ROOFS 10'<05450 For SI: I fw = 3041 aun, I degree = 0.0175 rad, Note- a m 4 teen in ail Gases. 1:tl IT<0545' ci GABLE ROOFS 9510' ro HIP ROOFS 10"<8--- 30° FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES FLOOR PLAN SCALE: 1/4" = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' C35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE 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 IS DIRECTLY FROM THE PLAN SET, U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 16 50. Ft. 60 SQ, FT. TOTAL 2442 SQ. FT. A/C VOLUME 164-11.6 CU. FT. ARCH DTL. B SCALE: 1/2 = 1'-0' I DBL. TOP PLATE 4" I BAR DETAIL A SCALE: I/2'=1'-0' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SiTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECTt 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Nov 0 9 ` 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 211 DATE: 11 / / SCALE: 1 /4"=1' — O" SHEET At SHINGLE ROOF FYPON BKTIIXII OR EQUIVALENT EQUAL TO CONTROL JOINT (TYF'.) EQ. EQ. j'f -'_ 171r!Mill SHUTTERS DECORATIVE EQUIVALENT- 11111 III -. - 11 o - ■■ 8'-8" BRCS. HCxT. 8'-8" E3RCi. HCT 0'-0" FIN, FLR. 12 6� 11E — A3 EQUAL TO CONTROL JOINT (TYF'.) --------------- EQ. EQ. 0 F 1 V L E ♦ T® 1 SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: UUALL FENESTRATION FLASHING AS PER F5CR 103.4 I�6 I OFF RIDGE VENT 12 �6 Y �a FYPON LV12X24 OR EQUIVALENT 8'-0" E3RG. H4GT. - OPT. COACH LIGHT 0'-0" FIN. FLR. OFF RIDGE VENT 4B I `W 'I4�S A3 I ❑ ❑ TYP. I I TYI=.I i I r N I /J' i 01-011 FIN, FLR.,j, Cv - - - - - - ICI T E E ION SCALE: 1/4 = I'-0' TEXTURED FINISH I OFF RIDGE VENT 413 r I I TYP. r II N O'-O" FIN. FLiR.OL - - - - - - - - - - - - - - - - - - N LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE T EAT E LE TVT A TI Old SCALE: 1/4 = I'-0' TEXTURED FINISH 4B A3 TYP. 12 11E �6 A3 8'-8° BRC-z. HCzT. — o0'-O" FIN. FLR. HGT_ -01 O'-0' FIN, FLR. I 4B A3 I I II -0" BRCS. HGT. -oi, FIN. FLR. Reviewed for Code Compliance Universal Engineering 91 Sciences R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. N ET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT(net free area) TOTAL#OF VENTS REQUIRED = 3.41 TOTAL# OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOF SOFFIT REQUIRI 67.20 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S'CJBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C ARCHITECT If STATE OF FLORIDA ' LNOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 211 DATE: 11 / / SCALE: 1/4"=1'-0"" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110Y OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPED W/GRND HAUL INTERUPTER (TAMPER RESISTANT TYPE) M@ 220V OUTLET (4) WIRE CONNECTION TERFR.00F D FISAMART GFI OUTLET M SWITCH SWITCH 3-WAY OPER. �)4 SWITCH 4-WAY OPER. i1 WALL MOUNTED I—U LIGHT CEILING LIGHT O LED CLG LIGHT O YP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. PAN 1 C-M PER SQ. FT. VENT. FAN W/LIGHT 1 GPM PER $a FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) PLUOREBCENT LIGHT WRAP UWNp AROUND AR C--CESSED) ® 4'X2' FLUORESCENT 2-BUL5 WRAP AROUND (SURLIGHT �TMN7� k� 2'FLUORESCENT 4- FLUORESCENT 4' TRACK LIGHT 0 PANEL METER OSMOKE SD. DETECTOR WATT. -UP W/ HARDWIRE WALL MOUNTED BAIT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE S/CO CARBON MONOXIDE SMOKE DETECTOR COMBO BATT, BACK-UP W/ INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT I GAS rl/ OUTLET hip-TURAL ► TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MIN. IS' APR A/C AIR CONDITIONING TO SEE E 21 V UND. p18GONNECT THIS SHEET TY TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTEDIN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION n n n 24, INCANDESCENT LIGHT STRIP D n n n n n 3W INCANDESCENT LIGHT STRIP onnonnoC 48'INCANpESCENT 0 LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P8, PUSH-BUTTON FOR CHIMES USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED * HOMEOWNER PRE -CONSTRUCTION MEETING, 4 ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF jig 1T44 EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI s ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 C-M INTERMITTENT PER ELECTRICAL PROVISIONS OP SECTION MI5013 FBCR 1TH EDITION (2020). • LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). * ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (,20020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th EDITION R404J CEILING MTD. LIGHT TO BE INSTALLED, F'ROYIDE J-BOX FOR OPT. FAN �----------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' a 1'-0" WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 1240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1 Cu THWN & 1 - #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1 - #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Extenor Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 A/C C.U.-1 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1500 7 8 #12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 1 #12 #14 1 15 Foyer /Hall Bed. #2 & #3/ Bath #2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 DAng Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 900 Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 .Space 29 30 1000 Inigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 13pace Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 1 39 40 Space 41 42 Space Load subject to demand factor calculations line 16000 27600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC`. NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON AEC NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Am p s (watts / 240volts) 142:8 LED LIGHTING C DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR 1TI4 EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THNNTHLN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. rteviewed for Code 93 Compliance Universal Engineering Sciences I LED LIGHTING Cap SINGLE LAV. BATH 02 PROVIDE 312/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1+6 CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE E152P B g TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP D/240 VOLT I PHASE MLO PANEL GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELkCTRIGAL PROVISIONS OF THE FBCR 1TH MHION (Z020). 5/91" DIA X S Fir LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 211 DATE- 11 / / SCALE: 1/4"=1'-0" SHEET El 2'VTR r I 2' e � e 11/2 �21 —1 1/2' TUS� t� LAV WC 3 CO TO PLUMBING PLAN SCALE: 1/4 - i '0e Reviewed for Code Compliance Universal Engineering 1B Sciences 2° VTR k 2e KITCHEN SINK W1 � I I/2" AUTO VENT I I/2� 2e I I/2" RUC I L I 3e2°1/2'- l_AV II_ AV 3e I I IIr1�\' WAaHERD' 2" 2194 H WY ,A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 32:1-802-3591 www.abdesigngroup.coni AA #: 0003325 SUHDIV: 8C LOT: CREEKSIDE PHASE 2 LOT #59 PRgjEC'r# 04321.2100 059R;1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MP. H EXP. C WrAvaollow to 0 0 202, MICHAEL C. ANDERSOiN AR NO 17305 DATE: 11/1/21 SCALE: 1/4"=1'-0" ID1 nvA -r 1= of AT F R PLAN — 3 5/6, OR 5 3/8' PRE-FAB TRUSS I/2' DRYWALL TOP CHANNEL C25 I/2' CLG. BOARD GA.)3 5/6' OR 5 3/8' 1/2' DRYWALL CORNER BEAD _ METAL STUDS 24' O.G. IPoTHICK 2 AT a, CMU SEE NOTE: STUDS IN 20 GA METAL TO BE 3 5/6' OR P A TER A� LIED PARTITIONS SUPPORTING INSTALLED IN WALLS 5 3/6 DIRECTLY ,�� T 1/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER CABINETS BOTTOM MASONRY ATTACHED TO FILL FIXTURES AND WALL AND TUB/SHOWER 25 CHANNEL 5` DIA. SLEEVE, CELLAS) PER PRODUCT CABINETS SHALL BE NOT GA. METAL TO BE (25 GA.) DO NOT CUT APPROVAL REa LESS THAN 2x4, WHERE INSTALLED IN ALL SECURED REBAR C,4JK AND WEAL SEALANT 4 BACKER ROD 2X4 WOOD SPACED NOT MORE OTHER WALLS. STUDS TO GONG FLOOR W/ PIPE WEATHER STRIP SECURE Bt. PLATE TO SLAB STUDS e24' THAN 16' O.C. OR, NOT TO BE SPACED 16' O.C. AT 2ND FLOOR 3/4' PAF 4OLND BOND BEAM DO NOT CUT was LINE 1 �� PVC SLEEVE FOR r,,,as LiteLirrE MOULDING ALL (5Y W/ 10d MASONRYLESS O.C. THAN 2x6, WHERE WALLS ADJACENT TO TO WOOD SOLID GROUT THE BOND e'er CxALV. STEEL TRAM eRaucETS DOOR MANUF.) NAIL 32' o c. SPAC#=D NOT MORE STAIR WELLS AND FLOOR W/ W/ (I)- *5 BEAM ',2' GYR UL. 50. E, Mg MAX THAN 24' O.C. BATHROOM WALLS W/ i/4' WOOD C2) COURSE REBARS WOOD SAW WOOD PER PRODUCT GsALV. STEEL TILE FINISH SCREW -- -- APPROVAL REEL VERTICAL TRACK 1 MIN. OVERHEAD DOOR BY OTHERS GONG. SLAB WOOD BASEBOARD ° ''• BY MAUF. SLIDE FASTENED To TRACK BRACKETS ROOM PIN. PLR ,. , a 'a,'°: wl PRoouc7 APPROVAL REa. 1—STORY FINISH FLOOR 1 TYP. INT. WALL NON-BRG. TYP.INT. WALL 2A PIPE THROUGH BOND BEAM 3 GARAGE DOOR JAMBS METAL STUDS 26 GAS LINE THRU BLOCK 21 SCALE:3/4'=I'-m' 1A (NON—BRG.) D1 SCALE: 3/4"=1'-0" D1 SCALE,VT•I'-0' — D1 SCALE: 1 I/2'=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED 5/6' GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD PER LE VAT ION PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE O„ PER ELEVATION 2x FASCIA PER TYF'. ELEVATIONS p I R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING— STRIPS A 24' O.C. 1/2' THICK, 2 COAT PORTLAND S' GMU J'-'� CEMENT PLASTER APPLIED 1/2" GYP. WL. BD.- DIRECTLY TO MASONRY �— WOOD BASE — 0'-0' FIN. FLR._ a° q n W/ WINDOW OPENING h C E! FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR e05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a a , ° ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 1609.5.E TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF )� SCALE: 3/4'=1'-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 7TH EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE Ii OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 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 .� �.ti.... ,�-2X4 SPF 24' O.C. MAX. -- SECURE W/ (2) 12d NAILS ts EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— 7 CONT. 2x RAT RUN SECURED f STRUCTURAL DETAILS SEE ENERGY CODE FORMS R INSULATION R-VALUES ,jkF>ER ELEVATION `I' 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR, a, CMU a ------------ a.� a n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE N9MTL. DRIP EDGE 2x FASCIA PER \4. ELEVATIONS VENTED SOFFIT N \ WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi. a PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Reviewed for Code Compliance Universal Engineering Sciences _ O, 0'-0' FIN. FLR a a ° ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE -1-16 IN °., ACCORDANCE WITH FBCR 2020 a' -ITI4 EDITION, SECTION R301.1.3 AND 1609.5.1. TYP. WALL SECTION_ NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4' =1' -O' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 iTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE iI OR ASTM D4869 TYPE IiI OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAM:4 812, or other apprOVed standard as appropriate for the type Of sealant. Fluid -applied membranes used as flashing in exterior walls shall comelu with AAMA -114_ The flashino AInAII AX+oni1 +.-) 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 #59 PROJECT# 04321.200 059R1 MO DEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE 11121 / / SCALE: 1/4 " =1'— 0" SHEET 1) 1 TOP: 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X S' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT 0 o IE SECURE 2x4 TO BLK W/ 19 1/4' TAPCONS 1 1/2' EMBED., 6' O.C., 4' END DIST., 1 1/2' EDGE DIST. o SIDES: o 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, IN (3)EVENLY SPACED. ❑° °❑ ❑° NOTE6: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 9 BUCK ATTACHMENT D ec,aLE:ia'.r-0' 2X4: ® SECURE TO BLOCK W/ 2X4: ® SECURE TO BLOCK 2X4: CEO SECURE TO BLOCK W/ NOTES: 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE J45 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 1. PER CODE AND MANUFACTURER'S MIN. EMBEDMENT 1 1/4") MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 REQUIEREMENT 2X BUCKING: FOR THE FRONT IN WITHIN S' OF EACH WITHIN V OF EACH WITHIN 8' OF EACH SWING DOORSt INSIDE FACE IF 2X MUCKING 4 18" O.C. MAX END 4 IS' O.C. MAX END 4 V O.C. MAX SPACING, SPACING. SPACING. SHALL SE INSTALLED FLUSH WITH INSIDE FACE 2X6: ® 2X(o: ® 2X6: ® OF DRYWALL. REFER TO MANUFACTURER'S SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK SPECIFICATIONS FOR INSTALLATION AND SUCK W/(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS W/(2) 1/4' TAPCONS (MIN. REQUIREMENTS. BUCK DETAILS SHOWN HERE (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. ARE OPTIONS TO ACHIEVE MANUFACTURER'S MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. R.O. REQUIREMENTS. FASTENING OF WINDOWS 8' CMU MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END g' CMU WITHIN 8' OF EACH END AND DOORS WHERE IX BUCK IS INSTALLED I/2' DRYWALL 4 18' O.G. MAX SPACING. 4 18' O.C. MAX SPACING_ 4 18' O.G. MAX SPACING_ 8 CMU REQUIRES THE FRAME TO BE FASTENED tx4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 PX4' ❑ NAILER 2X8: ® 1/2' DRYWALL I X4 2X8: ® ❑ I/2' DRYWALL 1 X4 2X8: ® ❑ 1/2' DRYWALL DIRECTLY INTO MASONRY. EXTEND 1-1/4' INTO P.T. SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK I'X4' BLOCK W/ 3/16' W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 1/16' O.S.B. X 4' MIN. jk (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' O.S.B. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING MIN. EMBEDMENT 1 1/41) MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN W OF EACH END WITHIN S' OF EACH END DOOR CASING WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 16' O.C. MAX 4 IS' O.C. MAX 4 18' O.G. MAX 4 18' O.G. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH 70 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" H WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CM 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' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 15' O.G. MAX SPACING. I A a' CMU I/2' DRYWALL I'X4' P.T. NAILER r1 r 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 +1 1/2" DOW TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2x4: CM SECURE TO BLOCK W/ 3/Ifo' TAPCONS (MIN. SHANK SIZE _145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' 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: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. a, 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 +2 1/4" NDOW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" OWTNDOW TO RT.nr.Tc +`9" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3 7/16" v WINDOW TO BLOCK +3 7/16" 2X4: ® 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH WITHIN 8' OF EACH END 4 18' O.G. MAX END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. 2X6: CEOON OUTSIDE 4 SECURED 2X6: SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURCEM E TO BLOCK W/(2) 3/16' TAPCONS 3/I6' TAPCON MIN. 1-1/4' W/(2) I/4' TAPCONS (MIN. (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/49 8' CMU EMBEDMENT 1 1/49 WITHIN W OF EACH END WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1/2' DRYWALL 4 10' O.C. MAX SPACING. 10 2X8: ® ❑ 1'X4' 2X8: SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK W/(2) 3AW TAPCONS DOOR CASING W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END MEMBER W/(2)12d WITHIN 8' WITHIN 8' OF EACH END 4 IS' O.G. MAX OF EACH END 4 W TO 8' O.C. MAX 4 la' O.G. MAX SPACING. SPACING. "— 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" %iWINDOW M RT.nCK +R" NOTE: STIQ4JCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK LJ� I 8' CMU 1/2' DRYWALL 1'X4" P.T. NAILER 1' P.T. X 4' MIN. `ma's i— 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 3/4" Cn WINDOW TO BLOCK +3 3/4" keviewed roe COft Cwrolance Universal Engineering [E Sciences J' DRYWALL 1X FURRING \-RIP 2X1O TO DOOR 8-1/81111 FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK g�KTA.R�E�UIREIMIENTS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 ` 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 11/1/21 SCALE: 1/4 21=1)- 0" SHEET 1)'N2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ® 9' O.G. MAX (VERT.). NOTE; DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------ \ FASTENERS TO BE SPACED * 7' O.G. MAX VERTICALLY 7 THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIRBER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHMG SYSTEM IVNSTALLED PER \ e TO 7" GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' ro a' 6' a' THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL \ BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 \ PROVIDE 2X4 BLOCKING PLACED FLAT MAX. b TO 8 FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR_ STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 15) 0.0415' WIRE / 3- BLOCKING SHOWN MAY IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT ® L FOLD INWARD • PT. A OI. FOLD INWARD • PT. A 2. GREASE . PT. B OI. FOLD INWARD • ® L FOLD INWARD . PT. A PT. A 2. CREASE . PT. B 2. CREASE • PT. D s. CREASE • Pr. C 3. CREASE • PT. C 4. FOLD FIT. G OVER in. B TILL PT. G TOUCI-ES BOTTOM FLANGE NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHINGLE ROOFING—/ DRIP EDGE: OVERLAP V, EXTEND 1/2' BELOW SHEATHMG, MECHANICALLY FASTEN 4' O.C. MAX. let lu ° \/ BOTTOM FLANGE WATER TIGHT SEAL. FOLD, 2Q NQj CUT. i' THICK. 3 COAT CEMENT PLASTER (FRAI'IE), 1/2' 2 COAT CEMENT PLASTER (CMU) WRB LAYER "2, FORTIFIBER BUILDING PAPER (FRAME ONLY) WIRE, LAYER h, STUCCO WRAP (N%QU z ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILMG FLANGE, STOP WRB Ask 11i' ABOVE SHII (FRAME ONLY) ::. FRAME OR CMU EXTERIOR �JIYLL..�E!^IYLL Q E!� ElJII.L ;3EJI! ��' En SxS WALL FLASHING • is KICK -Our FLASHMG (SE DETAIL) FASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM Or- b' o VERTICAL LAPS (ROLL ENDS) 4 6' A HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN. LAP o METAL LATH \ x x x X 6' MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: 1 1/2, • I'-0' ® KICKOUT DETAIL TIWT SEAL (BEND OR R, DO NQL>Za iJ! Ali) LATH VERTICAL LAP TO BE In METAL LATH WRB LAYER •I, STUCCO WRAP I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MOIRE THAN 9' (229-MM). AS PER ASTM C1063. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK z z N ROOF CEMEN 1NOTI IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD: SHEATHING - OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANLF. SPECS) BUILDING — PAPER STUCCO — NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANUF. SPECS) 6' MIN. LAP LAP o LATH LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER #I, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5"X5' 'L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS " L" FLASHING- N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I In OR LESS PIPE PENETRATION ...." CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 09 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 WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 02 FLASHING WIRE, LAYER 01, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH Wxb' 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 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. LEGEND Ali Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE FLANE CUJ1,8 L?4 E'ER #l, STUCCO UJF;P,)4f') WIR5 LArEIR #2 (F0fRT1F15EfR BUILDING FAFEFRU I�IET)4L LATH X X X x STUCCO d.. .t d. . .d. d WOOD OfR —1/1r" ZIF WALL SHEATHING SELF—ADHESIVE FL45HING — — — — — NOTE: DISTAL LATH: LATH TO BE PEIR SECTION 11IN. 2.5 LBS. l=EfR SCE. �'AFRED (UTILITY OR N01„I IN)4L LATH DOES NOT MEET SFECIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 SueDIV LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT�jt 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV U 9 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 11/1/21 SCALE: 1/4 :SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD 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, Y4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WIRE, LAYER *1, STUCCO WRAP �1 ..' HOODED VENT ' THICK, 3 COAT CEMENT 1, PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WOOD SHEATHING VENT DRAINAGE PLANE (WRB LATER 1*1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — - — - — - — — BUf LD INCH PAPER) METAL LATH x—x—x—x STUCCO L , WOOD OR -1/16" ZIP WALL 7777277/77772 SHEATHING 5ELF-ADHE51VE FLA5HING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-541-14a, MIN. 2.5 LE35. PER 5Q. YARD (UTILITY OR NOMINAL_ LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO NT r FINISH 6" SELF ADHESIVE OVER TOP 8 SIDES 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR SELF WOOD SHEATHING FLASHING WRB LAYER *I, UNIT STUCCO WRAP WRB LAYER *2, FORTIFIBER PREMANUR DRYER BUILDING PAPER VENT CAP (SET IN '` METAL LATH CONT. SEALANT) WOOD i/S' TEXTURED -FINISH CONSTRUCTION ® WOOD FASTEN TO WOOD STRUCTURAL SEALANT s is MEMBER 1' O.C. MAX TOP E SIDES e' cMu Ys' TO X=' MID -WALL WEEP SCREED (BLOCK) 6' WIDE STRIP SELF ADHESlvE FLASHING, CLEAN MASONRY BEFORE APPLYING V -- FINISH a MASONRY —1 76 HORIZONTAL WEEP SCREED —I (FRAME TO BLOCK) / NOTE: I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VENT PENETRATION SCALE: N.T S. HIS=H I C/ 1«C.=I v= STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOGYANOTE-POLYBLEND FOAM .t �,"I1 11 ,�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *i, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT "X' INTO STUCCO WRAPtp I MEMBRANE FLASHING WRB LAYER *I, APPROVED HOUSEWRAP BELOW CUT SUCH 1 NO MEMBR ENTERS E APPLY TO F E: APPLY E-Z BEAD OVER 60 MIN GRADE V' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS &T P *'3 0 Reviewed for Code Compliance Universal Engineering sciences WRB LAYER *1, STUCCO WRAP APPLY 6O MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP �- WRB LAYER *2, FORTIFIBER BUILDING PAPER STEP + ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TP 't;i 5TP #(o (: ) ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 1 21 DATE / / SCALE: 1/4"=1'-0" SHEET DRAINAGE PLANE CWfR5 LA`rER #1, STUCCO UWAP) WRB LATER #2 (FORTIFIE5ER ® . - . - . - . - SUILD INCH PAPER) METAL LATH x x x x 5TUCCO WOOD OR i/ 16 ° Z(P WALL 5HEATHINCB 5ELF-ADHE51VE FLA5HINC; 2 1/2" 0 CORNER 5EAD IF-ASTENER 4 SPACING e i° O.C. CMU 1/2" TNICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: RIGHT PAGE: WALL AASSEMBI, DETAILS 160 MPH EXP. C .-. MICHAEL C. ANDERSON AR NO 17305 PRINT 11 1 21 DATE: / / SCALE: 1/4'1-V-0" At" DRAINAGE PLANE (WR5 LATER #i, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER 5UILDING PAPER) METAL LATH STUCCO UJOOD OR 1/1ro" ZIP WALL SHEATHING F-ADHESIVE FLASH WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE — BARRIER "2 LAP SIDING �W/6'REVEAL b' SELF -ADHERING — FLASHING STARTER GALV'D METAL 'Z' FLASHING I Ya' X WOOD x—x—x—X FLASHING DHERING 0 ' WEATHER RESISTIVE 6 BARRIER "I WEATHER RESISTIVE i \ BARRIER 02 LAND HERING \ GALV'D METAL 'Z' FLASHING DO NOT CAULK OR i SEAL OPENING / I Ya' X 6' SIMULATED WOOD TRIM MEMBER \ SEAL GAP W/CAULKING / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION WOOD CONSTRUCTION �— BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER "I WEATHER RESISTIVE BARRIER 02 l y%ALPOSRIDING W%6' BOARD / BATTEN 4 6' SELF -ADHERING G I FLASHING \ STARTER STRIPDO \ I \ NOT C-AU K OR \ SEAL OPENING GALV'D METAL 'Z' FLASHING HARDIE TRIM PER ELEVATION AMA &' SELF -ADHERING FLASHING rWEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER "2 t 0/h' SELF -ADHERING l/ FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING / HARDIE TRIM PER ,. a I ELEVATION! \ SEAL GAP W/CAULKING APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION Reviewed for Code UniveCO pliance Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S VBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" 1GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 11121 / / SCALE: 1/4"=1'-0" SHEET WA4 2x(o SUB-BANDD W/I "x4" NOTCH a END, WRAPPED IN PEEL 6 STICK DRIP EDGE 1/0" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH 6 CMU METAL FA 1� I� I� I� ' 2X6 SUB f METAL FASCIA WRAP Ys" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� \ NOTE: NOTCH FOR 2X(o r REMOVED >EYOND) OFF WALL :CO) > FINISH a 'TUBED W/1 "x4" NOTCH a IN PEEL 4 STICK WRAP 1" OFF IB BAND 2" L Wall TEXTURED FINISH a WOOC>, 1/2' TEXTURED FINISH a CMU METAL LATH 1100D SHEATHING DR CMU JJRB LAYER 01, STUCCO IURAP (FRAME ONLY) JJRB LAYER 02, FORTIFIBER BUILDING PAPER 'FRAME ONLY) ROOFING CEMENT DRIP EC>GE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE 5EE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - 0' SCABBED TO TRUSS W/126 NAILS roll -OR O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @) WALL SUB BAND DETAIL @ WALL W/KIC K- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH s END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY Reviewed for Corse Compliance Universal Engineering fig Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY M 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 1 21 DATE: / / SCALE: 1/4"=1'-0' DT.w-. I. o-lu I/ IU -c I, I. G_0 I, Ila_u I, Z.-0 I, 14'-0" 4'-4" SCALE: 1/4" = V-0" 39'-8" MAN 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATES #5 BAR, OINDICATES #6 BAR,NNDICATES #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 402/602-16, 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 3 OF 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 6x6 W1.4XW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER Review®d for Code Compliance Universal En9ineeri Sciences n9 FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" (2) #5's (+)0"-0" FM-12x12 12" CONTINUOUS 1T #5's + 0"-0"FM-12x18 12" CONTINUOUS 18" -#5's (+)0'-0"FMC-12x18 12" CONTINUOUS 18" - 1(2) #5's VARIES F-24x24 24" 24" 12" (2) #5' #5's ( )0 _4„ SECURE STRAP TO A/C SIMPSON W5 CONC. U1/ UNIT ROLL STRAP (2)-3/16'X2' OR EQUAL m TAP -CONS EACH CORNER OF UNIT CONC.—f `SECURE STRAP TO SLAB UNITS U1/ (2) "5x1 1/4 SHT MTL SCREWS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04,921.200 059R1 MODEL: 4EBB "1828-CALL" GARAGE S3i1IE G: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 /1 /21. SCALE: 1/4"=1'-0" SHEET si 30" MIN, EACH WAY MONOLITHIC FOOTING ° p STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED Dv--P p = p z CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND p . Q SPACING REQUIREMENTS o a SPACING REQUIREMENTS p a F ¢� w D v ( '•-I° GARAGE DOOR m V a w RECESS s o n ; p° FM p]j f z 8" CMU WALL 8" CMU WALL D . CORNER BARS, SAME SIZE AS LARGER BAR ° z _ , > IN FOUNDATION WITH 30" LEG EACH I' L N ' +0'-0" +- 0'-0" I WAY AT ALL CHANGES IN DIRECTIONS TOP OF;LAB TOP OF SLAB I ..D ° SO THAT THE STEEL REINF. IS CONTINUOUS 4" ° A V D MATCH AMOUNT OF CONTINUOUS BARS I I CURB FOR a ° e SEE SLAB SCHEnI II G ° VARIES �'LL N MASONRY EXT. PORCH SLAB ° _ d a 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • ' < APPLICABLE) Z ° SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY /< BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" °, SEE SLAB SCHEDULE TOP OF GARAGE p c. I CONTINUOUS STEEL MONOLITHIC UNITS SET EXT. PORCH SLAB , ' FOOTING REINFORCEMENT SEE SCHEDULE �cp„ AT ELEV: W/ 1/2" ISOLATION ° 4" CHAMFER (1-STORY) 0'-0" 6" CHAMFER (2-STORY) > JOINT (WHERE •.° APPLICABLE) Z 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4"=1'-0' aEXTER'OR SCALE:3/4"=1'-0" @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" ---- -,__ LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY H HEIGHT NAILS, 2-ROWS, 4" O/C BTM. EIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED NEW REINF. BAR a a No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE m SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2"x9' WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE @ BASE O a EPDXY. MIN. EMBED o: I g TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO a d 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY o ¢ o FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 12" STAGGERED. h ¢ I SPECIFICATIONS FOR BTM AND TOP PLATE NA ADDITIONAL METAL SECURE FLANGE TO USE AND O PREPARATION OF z r ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4) 1/4" X 2 1/4" w 4" 4" b HOLE. COMMON NAILS FILL ALL UPLIFT IS PRESENT. TAPCONS b HOLES, DO NOT USE 10d w w x 3" x -SEE SLAB SCHEDULE SEE SLAB SCHEDULE ° o O}. ¢ 011 a Q TO SLAB 11 OF SLAB . 4" CHAMFER (1-STORY) . a°OF aP 6" CHAMFER (2-STORY) 4. d d' g. ° d ° ° A. EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WXD, BAR SIZE AND BAR QUANTITY FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY SCALE:3/4"=T-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 7 SCALE: 3/4"-1'-0" (NO UPLIFT) LAP TOP PLATE A MIN. OF 48"---__ AND NAIL W/ 16d COMMON ` STEEL REINFORCING IN GROUTED Reviewed for Code NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND Compliance LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Universal Engineering Sciences 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE z g PLANS FOR SPACING. SINGLE 3 a BTM. PLATE TO BE PT. SECURE BT. PLATE TO a. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ w 12" O/C STAGGERED. w � ADDITIONAL METAL of N CONNECTORS NOT O REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. z POURED LINTEL CONT. (TYP.) - +- 0'-0" 8" CMU FILLED CELL (TYP.) ---. _-a;.-- TOP OF SLAB �' SEE SLAB SCHEDULE ° ° I° � � 2X WALL FRAMING .`� SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +_ p _p z 4, " ° `, MINIMUM EMBEDMENT INTO TOP OF SLAB d ° "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ~� ° °• CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° °.:° - , POURED MONOLITHICALLY WITH • _• , .. '---- r FOUNDATION AND SLAB • • SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ,/ AND BAR QUANTITY AND BAR QUANTITY /XI i COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 9 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT: 04321.200 059R1 MODEL: 4EBB %828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 211 11 / / SCALE: 1/4'r=1'-0" SHEET St. IA 29'-0" 27'-0" Lam 25'-10" M in 00 'v SK N W O N O N 00 , t— M C0i Cl)LO E O P _1 Q Sk CN CO V Reviewed for Code Compliance ' universal Engineering r Sciences u� N Cn o ELO n , CN N N a -- -- 0 0 M O 1 M 0' , ❑� N 0 -v N 04 N 00 5'-4" 0 CN 1 V d- C\l 3'-6F' 10'-6" 19'-01, DOWEL PLAN SCALE: 1/4" = V-0" 2194 H WY A1A, !QUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDEV & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SMING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C NOVR Am rICT DATE 11/1,/21 SCALE: 1/4' =1'-0" SHEET I0� TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM e N e d a a d' . d° e °e' d d. e HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR, TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED Z ' CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS 0 m W e U � J = z 8" CMU WALL o � ° <.�° e. SEE SLAB SCHEDULE n e e, 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY +_ U._U. = SLAB BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 301, #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" IVIf 1V1I V1L REINFORCEMENT PER SCHEDULE NG #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS EDRev1ewed for Code Unive Compliance nial Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C I A CT- 1 NOV 0 9 2021 MICHAEL C. ANDERSON (. AR NO 17305 J PRINT 211 DATE- 11 / / SCALE: 1/4 if=lf— 0" SHEET S1. 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Old x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) WZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T/0M/0B rT u� : . 1 1: ° 1 81-24- e ♦ 11T/0M/0B e 1 I ♦�I ml O �1 1 '1 m LL 1 1 1 e 1 1 0 e 1 e 1 e 1 1 ♦ e 1 ♦ I 1 e 1 1 °♦ i 1 m °♦ I 1 °♦ I 1 0 1 °♦ e 1 ♦ e 1 co °♦ I 1 Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 co 0 1 C1 0 ILL1 L 1 0cc 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8RF6- 1 1 1 T/OM/OB 1 1 1 1 1 1 1 GT 1 8F16- : 1 � • 1 LIFT BEAM PLAN SCALE: 1/4" = T-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Nov 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 11 1 21 SCALE: 1/4"=1$ SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING SCALE: 3/4"=V-0" 1 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. PgSEF�� 8e F = FILLED W/GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 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. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE NOMINAL---"' 1T/1M/OB 05'FE� e"P HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM 14fn #5'S, BOTTOM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1 M/06 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL LOPE i 1 not Be, 8x8 BOND BEAM - W/ (1) #5 BAR GROUT SOLID FROM — LINTEL TO TOP OF BOND BEAM, IF FILLED LINTEL. 8x8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING-2" OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS 8x16 DBL. BOND — BEAM W/ (1) #5 BAR EACH COURSE E 1#5 BOND BOND BEAM TYP. 8"x16' BOND BEAM OF OPENING SEE NOTE 5 MASONRY 1.1 �� BEAM DESIGNATION :� 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 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM 11 =1'-0" 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN, 2-12d PER BLK. EA. END 7/16" OSB SHEATHING WALL ARCHWAY FRAMING DETAIL C][mIdljY STEEL REINF, OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE %f.`*HANGE IN ELEVATION OF BOND BEAM Reviewed for Code Universal iance Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDYV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL. 4EBB "1828-CALI' GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C rARcI-IrrEc TATE OR FLORI[7A RIAMM4 MICHAEL C. ANDERSON AR NO 17305 PRINT 21 1 DATE: 11 / / i SCALE: 1/42'=V.-0" i 1 N 0- 1 MIA t "LOTT'S CONCRETE" / "CAST-C ET " / " lJ LI " S E LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS IT SAFE LATERAL LOADS FOR ---r I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/"B /16-1T/06 0-1T/OB 4-1T/OB 8-1T/OB 32-1T/10B TYPE LENGTH 8/8 PLAIN 8/8 SOLID T�'PE LIeNGTH 8/8-1T 8/16-1T 8/20-1T 8124-1T 8/28-1T 8/32-1T 818-18 16-1T/16 20-1T/16 24-1T/1B /28-1T/1B 32-1T/1B 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3°$" PRECAST 689 1024 3'$" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 41-0" PRECAST 1065 700 2306 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-®" PRECAST 1363 3060 3815 4570 5325 6079 1%, 6113 7192 6524 7627 8751 1363 3060 3815 4570 6325 6079 40-6" PRECAST F319 533 1770 24M 3033 3666 4300 4,$" PRECAST 398 591 49-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 3686 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 .3961 4084 5'-10" PRECAST 817 1024 1631 2090 2649 3009 3470548 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6 5776 929 2080 2593 3107 3620 4133 6°-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'$" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 71$" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9" PRECAST 192 384 9 -4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10°$" PRECAST 388 487 1247 1767 1904 2163 2028 1®'$" PRECAST 151 301 10'$" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11°-4" PRECAST 330 5" 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 1'I'-4" PRECAST 430 406 530 653 777 872 54,4 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12°-®" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST ''70 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 398 780 1057 1312 1071 1203 14°-0" PRECAST 254 388 978 1272 Me 6 1988 2279 14°-0" PRECAST 71 293 14'-0" PRECAST 279 278 NO 443 526 609 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED M.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 16 4" PRESTRESSED N.R. 252 15'-411 PRESTRESSED 224 387 4.64 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134�I 1353 1572 " 17 -4 PRESTRESSED N.R. NR NR NR NR NR NR , " 17 -4 PRESTRESSED N.R. 183 , „ 17► -4 PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19"4" PRESTRESSED N.R. 148 IV-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 INR46 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 308 381 527 18 180 59 598 833 1038 03 1168 1468 142 373 373 537 690 816 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 166 550 784 992 1203 1381 137 358 513 659 779 900 24°-0" PRESTRESSED J.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 2�I'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED 'VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE_ OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI"' GARAGE SWIN('T: RIGHT PAGE: SAFE LOAD TABLES t60 MPH EXP. C PRINT DATE: / / 11 1 21 7 SCALE: 1/4"=1'--0" SHEET S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS W/2X6 BOTTOM CHORD END JACK TRUSS BOTTOM CHORD W/MIN (4) 10d WHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD BRACING @ END FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN CONNECTOR SCHEDULE CONTROL DATE: 01/21/2021 MiTek USP SIMPSON MiTek U5P SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER ETA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED4" (10) 10d x 11/2" 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 4" LV, EMBED 4" 10d (2) HTA-20 2430 (2) HETA-20 2035 (12) IOd x 11/2", Ig PLY, EMBED4" (10) x 11/2" 1-PLY, EMBED 4' 2500 (10) 16d 2-PLY, EMBED 4" (12)16d 2-PLY, EMBED 4" LUGT-2 1655 LGT-2 1885 BLK (5) 1/4"x 3" Wedge -Bolt -Anchors, WOOD (16) 10d (7) - 1/4" x 21/4" TITEN, WOOD (16) 16d LUGT-3 3380 LGT3-SD52.5 3480 CNC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) W525 (12) SOS 1/4"x3"TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL DHTA-20 2430 DETAL-20 2480 (Ifi) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - IOd x 11/2, 1PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 3945 MGT. 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22)10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9575 HGT-2+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(16) 10d TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WAIL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (10) TOE!x 11/2" (10) 10dx 1-1/2" MUGT15 3945 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), iH 10d TOP/B)10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3" HUGT 9575 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED), (32)SDS 1/4"x3" MTW 12 965 MTS-12 990 (14) IOd x 11/2", (14)10d (14) 10d X 11/2" HTW 16 1355 HTS-16 1310 (16) 10d X 11/2", (16) SOd (16) 10d X 11/2" HTW 20 1355 HTS-20 1310 (24) 10d X 11/2", (20)10d (24) 10d X 11/2" HEW 24 1355 HTS-24 1310 (24) 10d X 11/2", (20)10d (24) 10d x 11/2" TESTA 12++ 930 LSTA-12++ 925 (10) 10d (10) 10d LSTA IS 1235 LSTA-18- 1235 (14) 10d (14) 10d MSTA48+ 1310 MSTA-18++ 1315 (14)10d (14)10d MSTA-24++ 1640 MSTA-24++ 1640 (18) lod (18) Sd MSTA-30++ 2065 MSTA-30++ 20SO (22) 10d (22) 10d MSTA-36- 2065- MSTA-36++ 2050 (26)10d (26)10d KST1236 2765 MSTI-36 3800 (36) 10d X 11/2" (36) 10d X 11/2" KT51248 5105 MSTI-48 5070 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 980 H6 1055 (16) 8d x 11/2", (16) 8d) (8) Ed TO PLATES, (8) 8d TO STUDS SPT4 875 SP4 825 (6) 10d TO STUDS (6) lod TO PLATE (6) SOd x 11/2" TO STUDS MP34 525 IN Fl @ 160% A34 430 (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) 8d x 1 1/2" TO BEAM, (4) Ed x 11/2" TO POST. HHCP2 680 HCP2 590 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1020 HIOA 1040 (9) 10d x 1112" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15&PHD4A 4175 VGT &HDU4 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3"TO WOOD, (l0)-SD51/4"x21/2"W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT& HD7B 4940 (28) 10d TO TRUSS, (SO) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD TS)-SDS1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 677S ABU 44Z 2300 7750 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD PAU66 2455 16005 ABU 66Z 2190 18205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CON C., (12)16d TO WOOD LISTS +++ 1205 LTT19 -+ 1310 1 3 4" A.T.R. IN HIGH STRENGTH EPDXY MIN. 7" EMBED IN CONIC. 8 10 T O / , ( ) , O d 0 WOOD N P I (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC, (8)10d TO WOOD r� LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD (1) 112" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10)10d TO WOOD HTT45 4160 HIT4 4455 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC, (18) 16d X21/2" (I) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" Z HTT45 5005 HITS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X21/2'. (1) S/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 7" EMBED,) IN CONC.,(26) 16d X21/2" G UPHD11+ 14395 HHDQ11-SDS 2.5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) W53 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SOS X" x 2%" WOOD SCREWS PHD5A TDX8 6525 7870 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 718" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CON C., (3) 3/4" STUD BOLTS TO WOOD IT) 7/8"A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC. (3) 7/8" STUD BOLTS TO WOOD NFM35XI2U 2580 7130 MBHA 3.56/11.25 3475 5330 11 1 2 ]-BOLT W MIN 6 EMBED NOT LESS THAN 4" FROM EDGE OF CONIC W 3/4" CIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)lOd ATIOST 1 3/4" A.T.R. IN HIGH STRENGTH EPDXY, MIN. 6.75 EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (1 EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN NIGH STRENGTH 8) lOd TO BEAM HUS4121F 3615 2710 (100%) (WOOD) (WOOD) 3435 2635 (100%) (10) Sbd TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325(125%) 3220(125%) !�! 2 HD4101F (CMU) 1950 3080 HUC410 (CMU) 1800 4500 ( 18) 1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPEft+, (10) Id TO WOOD (18) 1/4 x 23/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: I HD210-21F (CMU) 1950 3080 HUC210-2 (CMU) 1800 4500 (18) 1/41" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER,, (10) 10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-31F (CMU) 2795 5015 HUC210-3 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) TOd TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD 1430 5595 (413/8"X4"Wedge-Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS (4)3/8x4TITEN HDANCHORS(2 PER FLANGE)TOCMU, (4) 1/4N 2-1/2 SDS SCREWS TO WOOD i � U O b 0o _, m o � N O@ LL -j Z ZU Q Q m O 2 c.> 2v 00 H R 00 mo j)f N O@ Li U) Z Z U Q Q m af O U M N y✓� U U U CJ1 CJ3 CJ5 Im'- 1A C1 — ti✓0 CJ1A 1A F I I I I I I I I PRE -FABRICATED ROOF TRUSSES 0 2 r O.C. MAX. I I I .1 I I I I I I I I I NkTm FRAMING PLAN SCALE: 1/4" = 1'-0" — L==\ # rA-M-3w! EJ2 L� Q U D3G _D2 1A b M A to ce) U U U II ILIS jj jV7 ji II II CJ1 u u u u n n II CJ3 0 II II II II II I) � u u n u n u = CJ5 I I I 7-r=77 = = A8 A4 A2 I I I LEI I Y�_ I � a I I I A1A I I I ACC SS I o I I I Q I I I Ik.E3 ■ im 931 Reviewed G9 comp) Universal E Scion ILL ILI 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA /! NOV 0 9 2021 MIC HAEL C. ANDERSON AR NO 17305 J PRINT 11 1 21 DATE / / SCALE: 1 /4"=1' — 0" SHEET S� ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING -(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d x 1 Z" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALL/FLOOR TRUSS ANCHOR WITH HTSM20 W/10 10d TO SHEATHING NOTE: APT SYP #2 2" x 4", (12) 16d x 1 z" NAILS TO TRUSS (9) 10d x 1 a" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND H S x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 1Od NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO (16) 10d x 3 4" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON 6", 8" x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON HEAVY UPLIFT TIEDOWN REQUIREMENTS. PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO 1/4 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 2x SECURED W/ (3) 16d ' 4" x 2 z" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) z" x 5" TITEN HD TO CMU AND (18) SDS -1" x GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL 2x SECURED 1 GALV. COMMONN NAILS. (2) z x 57ITEN HD TO CMU AND (18) SDS a1 x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE Raviewed 4or Code TYPICAL TRUSS/ Compliance la 1 b 1 c MISPLACED EMBEDDED TRUSS ANCHOR universal Engineering SCALE: TYPICAL ROOF Sciences GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTORS) SCALE 3/4"=1'-0" � SCALE 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3) "X" BRACE s--o-- MAX (wiixSECURE 2x PT. PLATEa) (1) "X" BRACE @CENTER TO BLK W/ 1/2" D OR 10'-0" MAX (w IA. /2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC BTM. CHORD MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 v, w PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" o j } MAY NOT BE STIFFBACK (AS PER O.C. MAX TRUSS ENG N aREQUIRED ) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. a 77 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 INTERSECTIQNTYP. G BTM. CHORD BRACING BLOCK WALL W/ GABLE END V SCALE:3/4"=1'-0" 7 PRE-ENG'D TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH 1/4*D THE USE OF ALTERNATE MATERIALS MAY BE O HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5*D SGL. STUD OUTER 1/3 OF SPAN ONLY 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS HOLE EDGE >5/8" EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2, ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD 94 STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS SCALE:3/4" -0" 0 SCALE: 1 1 /2"=T-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 ArtODEL: 4EBB "1828—CALI" 1GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON � AR NO 17305 J DATE: 11/1/21 SCALE: 1/4"=1$-0" SHEET S 3 < 1 A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED, AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX A 1 PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 3/4"=1'-0" G9Reviewed for Code COmpliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 MEMN SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #59 ]PROJECT# 04321.200/059R1 MODELc 4EBB "1828-CALI"' GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 r 2021 Ir • Lam wwz� s- AAN ` DATE: 11 1 21 SCALE: 1/4"=11- 0" QpppppQpp ppQpppppp VTCR SPACING (1) AT EACH END Qpppppppu p 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6-0" O.C. MAX. ppppppQ (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO 7 COVER 5 TRUSSES) 0'-0" TO 30'4" (1) "X" BRACE �. Qpppppgpp 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS ppgpppppp (1) X' BRACE @ CENTER Q GpQpQpp (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) \ I o PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR U \ SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2xWOODFASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 7/ 12"O/C =A AND APPROVAL SECURED W/ (2)12d's @ PRE-ENGINEERED MASONRY BOND BEAM z EACH TRUSS VALLEY TRUSS CONNECTION SEESCHEDULE GABLE END PRE -ENGD TRUSS 2 W/ HIP RETURNEPSCALE: 3/4 Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Nov o 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 211 DATE: 11 / / SCALE: 1 /4"=1' - 0" SHEET �oII GABLE -END HIP ROOF—�F 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 MIN 19132" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20),(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d 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 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 2 3!8" 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 8d 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 & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS @ 4" O.C. „ TOP & BOTTOM EDGES IM J Q z y z \\ (D O • (D J `1 Lu Q m 2 Z z O z . 03 @ M 1 Tr. CA I. On CA 1 FIIINI 1 A I IAk nIVICINI HEATHING RAFTER OR TRUSS ROOF SHEATHING 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 C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YF. 3/4" 1 &G SUB-I-LUOR DL I-MIIN1; to Lutu I U ALL tAl'UStU IVItIVICtNb GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4": ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Y2" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY APROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL 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 REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:; AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW, 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 MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. pet TOP CHORD psf TOP CHORD (7 (1 (7 psf w/ASPHALT SHINGLES) 0 psf w/ No GYPCRETE) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 0 (ASCE 7-16 ABBE R220) 20) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY; PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH T 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 AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE 'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE VVITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL Reviewed for Code THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. Compliance SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE universal Engineering GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.Sciences ances CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH 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. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: X 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER T FOR #6 AND LARGER C, FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 GARAGE DOOR BUCK 8' O/C 1/4" DIA, TAPCON MASONRY 1 1/2" EMBED., 4" END DIST., MASONRY / CONC. NAIL 1 1/2" LONG, TO MASONRY/CONC. NO WASHER FASTENER 8" O/C 1 1/2"EDGE DIST. SGD, AL EXT. DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR! FASTENED GARAGE DOOR BUCK 3/8" DIA. OR 16" O/C (3/8" DIA) 4" EMBED., 4" END DIST., Ix PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. TO MASONRYICONC. 1/2" DIA. EXPANSION BOLT 24" O/C (1/2" DIA) 3" EDGE DIST. WIWASHER WINDOW BUCK CASE HARDENED COIL 91,0/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE& NAIL 11/2"LONG, STAGGERED INTO MASONRY/CONC. MASONRY I CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. "TAPCOIT 18" C/C 1 112" EMBED, 8" END. BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST., 1 1/2' EDGE DIST. 2x PT WINDOW BUCK 0.138- PAF x21/8" 9" O/C 4" END. DIST„ 1 1/2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT[ X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 mmmmmft SUBDIV. ee LOT: CREEKSIDE PHASE 2 LOT #59 PROJECT# 04321.200 059R1 MODEIx 4EBB %828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA Nov D 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 11121 / / SCALE: 1/4"=1'-0" SFIEET 4 U I