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HomeMy WebLinkAboutBuilding Planskuj o 2 8 -j-L. -X�--j ­d 0C A � �r U M � E SIB, .. �� BAY, FL 32907 .v v.. ...1 �"YvsF+u^',�zsa �..c,..-�' .s !k `. 'Fe,zl.. ( 2) 7-7092 Fax: (21) 733-7972 STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: FWRmA BmwING CODE, RESIDENTIAL, EDITION (2017) AL AND STATE CODES DR HORTON ,HOMES ®OCCUPANCY - RESIDENTIAL, GROUP R3 1430 L. CUER. DRIVE NE +CONSTRUCTION TYPE - VB pALA'r ;,'EL 329�7 •MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=160 MPH TEL ;(321) `.," 33--7092 Vasa=124 MPH ®EXPOSURE - C F ;§ {3 L - 972 al -STORY RESIDENCE - ®2-STORY RESIDENCE - MAX. HEIGHT AS PER LOC AND STATE CODES t STATE ,..OF FLORIDA PRQFESIONAL' ARCHITECT: r y': MICHAEL C. ANDERSON °AR, .;T617305 A B. DESIGN GROUP, LLC 8194,`HWY AIA, SUITE 301 INDI II A'BOUR, FLORIDA,°32937 14 Tel., 3'�1) 602-3591` DRAWING CONTRACT DOCUMEN . PREVIEW BY BUILDER; THE BUILDER ASSUkES ALL LIABILITY. td g .. INTERPRETATION OF THE. CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION` (AL8 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 •'Itk 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 'INTE,RPRETATIONS OF CONSTRUCTION BY THE BUILDER ` EEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE SQ.FT. LIVING GARAGE ENTRY LANAI TOTAL A/C VOLUME 'S 430 60. FT. I& SQ. FT. 88 SQ. FT. 2362 SQ. FT. 16120.9 CU. FT. SQL ABBREVIATIONS REVISIONS ABV AC ADJ ,Si ALT. AMP BU C, CAB CLG - CLR CONC. CPT C.T.CERAMIC D. DBT.. D.G. DIA DIM DISP DP - DR. i D:S DTI - D.W.DISHWASHER FLFb EL EQ. EXH EXT. L+,GFX F.C.FUEL, FIN.FINISH FLR FLUOR FR. DR FTC. GA. DIS �, G.F.I.GROUND-FAULT GYP BD H.B '', H.0 i PIf)R HGT OR HT. INSUI. INT. w n ABOVE AIR. CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER TINE CABINET CEILING CLEAR CONCRF,TE CARPET TILE DRYER DUAT'G. DOUB GT-A7.ED DIAMFTER DIMENSION DISPOSAL. DEEP DOOR DOWNSPOUT DETAIL - EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED CLASS GAS FLOOR FLUORESCENT FRENCH DOOR PCX)TTNG GAUGE GARBAGE DISPOSAL CIRCUIT INTERRUPTER GLASS GYPSUM BOARD ROSE BIB : HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAv. LUM M.C. MTR. MIN. - M.T.METAL MTD " MTI. N.T.S. O C PL P.B, PH. PLT. PL P.T. R. RAD. R.A.G.REFRIGERATOR REF. RM. R.O. S.C. S D S H SHT. - SHTHG. S IM. Sim. SL. SI. CIE. STD. SWS TEMP THK T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W W WD WDW W/H W.I. invATORY LUMINOUS • MEDICINECABINET MANUFACTURER MINIMUM- THRESHOLD MOUNTI D METAL ' NOT TO SCALE ON CENTER PROPERT LINE PUS TON F. LATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE. TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION 01/26/18 CD'9 ISSUED 01/I5/18',,.' . 2011 FBC UPDATE 0IMP/I8 02/21/18 CVS RE -ISSUED -- __..--- _— SIDING ELEVATIONS ADDED 03/26118 _ CD�S (-ISSUED 04/19/18 FOOTING REVISION PER M.`50*6 06121AB Cp'S RE -ISSUED 02/19/19 --- ADDED CURELESS FOOTER At GARAGE DETAIL (FORT INTERS) 02/22/19 PLAN MAINTENANCE - 03/18/19 - SEVISED LINTEL SIZE At FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/24/113 REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE (MELB.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) 06/1249 ADDED LED LIGHTS a KITCHEN E BATH FIER MARK BOWES 0111943 ADDED STONE OPTION ELEVATION C < D (TAMPA) 004149 ELEVATION 'G' SIDING -ADDED LOUVER 9 GABLE ROOF -- ADDED OPT. 8'-0' CEILING HEIGHTS 01I01- -- REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS -- - _-- ------ _-_._----- - --_.--- - ---- ---- -- - -__-- --- --- { --- _ _ {------._-- -- ---... _ ----------.. -. INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-HVAC PLAN PG D1-DETAILS PG D2-DETAILS PG WAl -WALL ASSEMBLY DETAILS PIG WA2-WALL 'ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WAIS-WALL ASSEMBLY DETAILS DESCRIPTION STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS ids Ric ar 1 PG S2-LIFT BEAM PLAN AND NOTES - PG S2.1A-DETAILS l`C r PG S3-FRAMING PLAN ��� _j PG S3.1A-DETAILS k - PG S3.113-DETAILS - PG S3.1C-DETAILS 0-41-C>0-1 PG SNl-DETAILS AWiewed tm Code -' PG PAl—PRODUCT 'APPROVALS - _�i 5 LECOPY 2194 H WY A1A,'SUITE 301 INDIAN HARBOUR BEACH; FLORIDA 32937 PH: 321-802-3593 www, a bd esi gngrou p. com AA #: 0003325 F rA h U ti ti U W G F I F; � I MAY 2: 1 2026 MICHAEL C. ANOER8 P AR NO 17305 DATE 05/28/20 SCAJ�E:1/4"=V-0" I GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, RESULTS OF ANY ERRORS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE. , DISCREPAN CIES 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 RESPONSIBLEFOR 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 STABILITYAND 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 V MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WPRKING 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''/2 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 0 AND COMPACT TO 95/o MAXIMUM DRY DENSITY DETERMINED IN! ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STNCTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF S- 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. iF CONSTRUCTED IN A' FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED TO PLACE THE FINISHED FLOOR ELEVATION MIN 1'-0" ABOVE THE$FE, PER FLORIDA BUILDING CODE. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED 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: L 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 . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH 1/2'. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, Q 7. _SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603,2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301,2(2) AS MODIFIED BY TABLE R301,2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BELESS 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 MIMED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO' APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "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 15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERM CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. V. Reviewed for Code Compliance Universal Engineefft Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-$02-3591 www.abdesigngroup.com AA #: 0003325 in STJBDIV. 8e LOT: al CREEKSIDE Ei PHASE 2 1 n' LOT #70 1; PROJECT# '_ 04321.200 070R1 MODEL: 4EBBx� "1828-CALI" I .AGE SWING: 1 I LEFT 1 AGE: g3 a* GENERAL NOTES s. 160 MPH EXP a ARCFifTECT� STATE OF FLORIDA OCT 2 7 2U20 , kEL C. ANDEI AR NO T7305 PRINT DATE 05 28 20 SCALE: 1/4"=1'-0" C 36'x60' SHWR. PAN W/ ENGL GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNP SPEEp TOPOGRAPHIC DESIGN WEAtHERING' FROST LINE TERMITE` f b DESIGN UNDERTLAYMENT HAZARDS a FREEZING INDEX DE ANU4 T U E r LOAD (MPH) EFFECTS CATAGORT pEPTH TEMP REQUIRED" NA 160 C NA NEGLIGABLE I NA I VERY HEAVY FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN 42 NA SEE SURVEY NA NA -- ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.%4 0-0119 -S -4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 (2) 3052-5I-1 EGRESS 0 rlw& I C. V. o � 1 O NE S Q a' -a' CLG. III 1R-ISN I E, S' BEDR WM #4 V-9' CL& II'-8" e (2) 3 52-SH LIVING LANAI e eR0 O�MM LckI a` -a' CIl � ro sa 10'-0" e ❑ 6068 5.GD. 0 e2XID _ RWMG 8'BCLG� v AI _ = i.....w. . ? .Y.. �s� F ��\3,r'•, i= G.j cv— I V.: --- --- -- — b36 I 0 F3d.` me R301 7'j W.I.C. COMPtINSINIT AND CLADMUG PRESSURE ZONES 18 a=4 GL� Iw , I — — — — `i e -- - — iOPT� J .tJ�j�� -S IR-1SH SINK b24 _ 21_gl ii 3'=0 sb36 LAUNDRY Al n I B'-8' cLG e 2'-4° Nil PAN. `� .71 I ii� 3 1 i AI - y 8'-8" GL�s _ In --J-1 �`4q ARCH V - 0 - --' 3-SN � LD To 4 _ 3,-4, 3 _6 2'-8' I1'-0" m crilu � F— R M BEDBOO�#3 r i rill,0MT I..i 22'x54" I ATTIC I 4GGESS j I AS REQ. co I I I ry PER BLDG. CODE - 0 � GARAGE 8'-a' GLG V. 2'-4 ym 8'Fo8' CLG. 3065 W/ N 16'-O'X71-01O.HD. 211-411 BATH #2 a' -a' " 11 s (2) 3052-5H EGRESS 777 a QN. 2'-6a 3 -10' 3'-10 0'-21 8' -- - — ---- 41 4, 4' O° .I 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 BETWEENTHE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD- DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME 15 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 Il CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ' �From� i` O's W" SQ.FT. CAM'S LIVI Z GARAGE ENTRY16 LANAI 1528 SO. FT. 430 80. FT. 60. FT. 88 SQ. FT. TOTAL 2362 50. FT. A/C VOLUME 15'120.9 CU. FT- 012.1 aC.1K1K':sI bit IF opem SWAM ZONE 180 WH Will (V+JO ri $ FOOTAf,'E MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 ' 32/-42 DR MIN. CRITERIA - S.G.D. MIN. -12 5 30/-3'1 CRITERIA 8070 O.W.D. 56 5 325/-38D 16070 O.H.D. 112 5 30.c3/-34.4 F -- SOFFIT N/A 5 31b/-38.8 I -6829/ r� IF ROOF TILE N/A 3 -5829 APPLICABLE BASIC WVIND 'SPEED MPH = 1'60 (Vult) INTERNAL PRESSURE COEFFICENT = 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT, = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWROL ll03MIN 11-411 DBL. TOP PLATE dl m BAR DETAIL A ARCH DTL. Reviewed for Cod( Compliance Universal Engvaiering Scienwa 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH 321802 3591 www abdeslgngroup.con} AA # 0003320 kq rq W w U FLOOR PLAN ARCHfTECT; STATE OF FLORIDA ,, d, LMICHAEL AY 2 7 EJ20 C. ANDERSONR NO 17308 DATPRIE: 05/28/20 SCALE: 1/4"=1'-O" SHEET AI F1'PCN LV12X24 OR EQUIVALENT OFT. COACH L 1614T se o 4 mil JL' JL%0 V 1'N JL JLJ JILTJLJ Y 1-1 JL JL 1 SCALE: 1/4 = 1'-0' TEXTURM NOTE: WALL FENESTRATION FLASHING AS PER FSCR 1�6 llFd SHINGLE ROOF FYPON 5KTI IXI-1 OR EQUIVALENT o8'-B" ERG. HGT. W-8" 5RG. HGT. � 16'X62' FYPON 45 DECORATIVE 45 SHUTTERS OR kWA LIA EQUIVALENT P. 4' RAISED SAND (TYR) I _o0'-0" FIN. FLR. 0''-0" FIN. R103;4 OFF RIDGE VENT OFF RIDGE VENT I�6 --------------------- (MEAN (ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 8'-8" E3RG.-HCxT. �8'-8" EiRG. HGT. 1 -011 ■ r N O -m" . FIN. FLR. ,�0'-0" FIN. FLR LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT 5RG- HGT: x Kr 11-011 r a z - F w z FIN(. FLR-s SS OFF RIDGE T 12 6 o8'-5" 5RG. HGT. 011 -0 FIN. FLR. p 8'-8" 5RG. HGT. I' -0' I 4E3 A3 TYF'. II 0'_0" FIN. FLR. Ile wa. Fv r DECORATIVE STUCCO LOUVER DETAIL SCALE: 1/2 = I'-0' MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450'SQ. FT. NET FR E E V E NT I LATI ON AREA REQUIRED _ 1/ 300 REQUIRED VENTILATION AREA 2450 /300 - 8.17 SQ. FT. 8.17 - 1176 SQ. IN. MIN. REQUIRED VENTILATION _ AX 1176 IN UPPER PORTION OF ATTIC - 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT V ENTS) OFF RIDGE VENTILATION AREA _ 138,SQ. IN, PER VENT(netfree area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (rietfree area) Lli�lEAR FEET [?F SOFFIT ftEQUIRI 67.2Q' ID sov ewed fa Code CompNa� unwsel EnyneedeY SciwAc" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591' www.abdesigngroup.com Pq t4 U w 0 F w 4 F q 47LLLJv ti SLJSDIV. ee LOT: CREEKSIDE PHASE 2 LOT #70 [hMd ROJECT# 04321.200 070R1 ODEL• 4EBB "1828-CALI" GARAGE SVOING: LEFT PAGE: ELEVATION D" 160 MPH EXP C ARCHfTECT STATE OF FLORIDA L 11I ry L2l1nn L / �tJ cMICHAEL C. ANDERSON AR NO T7305 PRINT DATE- 05 28 20 SCALE: 1/4"=1'-0" SHEET wj TR I oll 0 ELECTRICAL LEGEND SYM^BOL DEFINITION NOTES }—t 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET 1/2OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPED WASRND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION ur EXT. WATERPROOF GROUND AULT —L-1— GFI OUTLET INTERRUPTER SWITCH SWITCH 3-11LAY OPER �t4 SWITCH 4-WAY OPER 1 f� WALL MOUNTED I_1 LIGHT CEILING LIGHT © LED CLG LIGHT O1/P LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN 1 CFM PER SQ FT, VENT. FAN W/LIGHT I CFM PER 8Q. FT. 1 VANITY LIGHT FE IMLLRE (SPEC'8 TBD BY BUILDER) FLUORESCENT RES WRAP ® LIGHT AROUND AROUND (RECESSED) 4'�ES FLUORESCENT WRAP ® LIGHT AROUN AROUND (SURFACE MNT-) T FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL Nib METER SMOKE DETECTOR wUP HAID IS WALL MOUNTED BATT. BACK-UP SD SMOKE DETECTOR W/ HARDWIRE BATT BACK-UP W/ wro CARBON MONOXIDE SMOKE DETECTOR HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L^ NATURAL GAS Il/ OUTLET ' TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING Rd'210V UN.O. DISCONNECT SEE AHLL ON TV TELEVISION JACK CEILING BOX REQUIRED O TO BE SUPPORTED IN AGGOI®ANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTEDTED IN IN CEILING PAWL-IGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24'INCANDESCENT LIGHT STRIP nnnnnc) 36 INCANDESCENT o LIGHT STRIP nnno 40' INGANDESCETIT LIGHT STRIP FLOOD LIGHT OFT. SECURITY KP KEYPAD P.B. Pusii-BUTTON FOR CHIMES � USB PORT I • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210I2 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI s ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50'13 PBCR 6TH EDITION (201-1). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (201-11 • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F !3.0 ENEMY CONSERVATION. (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 TEMPORARY — UNDER3ROUND --------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = F-0' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN WP Panel MAIN - A PANEL: 8115 vip crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 15U Amp M,C.B FEEDER: 3-#1 Cu THWN'& 1-#E Cu (G) in 1 12" C. OR 3-#2/0 AL THWN & 1415 Cu (G) In 1 1/2" C. Wire Pole Skr Description Watts I Circuit Circuit Watts I Description Bkr Pale Wire #12 #12 1 2 20 20 Extenor Receptacle CFI for TUG Irngatiun Pump 1200 1000 1 3 2 4 _ Space Space t 6' 5304 A/C. C.U:-1 35 2 #8 Space 7 8 PANEL -A PANEL: 42 crt breaker VOLTAGE: 120 /240 V'-1Ph MAIN: 150 Amp M.L.O. FEEDER. 341 Cu THWN & 1-#8 Cu (G) In 1 1l2" C. OR 3- 92/0 AL THWN & 1- #E Cu (G) in 1 1/2" C, Wire Pole Bkr Description. Watts. Clrciiil Circuit Watts Description .Bkr Pole Wire # 12 1 20 Small Agplance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 ra9icrana� J Hood GFI 1800 3 4 #12 1 11 Small Appliance 1500 5 6 4500 N+stet Heater 25 2 #10 # 12. 1 20' Refrigerator 1500 7 e # 12. #12 1 1 29 20 Dining Room Lights and: Receptacles AFCI Bath #2 GFIReceptacles 1.5w 1200 9 11 10 12 1290 1500 Disposal GFI DishwasnerGH 20 20 1 1 #12 _ #12. #14 #14 1 1 15 15 Foyer Mall Bed. #2 8. 9K Bath #2 Lights AFCI 11-iing F=m. Lanai Lights AFCI 900 900 13. 15 14 16 5000 Dryer GFI, 30 2 #10 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Wash er GF1 20 1 #12 #14 #12 1 1 15 20 SD & C/O AFCI Laundry! Bed #41 Den. AFCI 900 1200 19 21 20 22 11:00 1200. Garage Door Opener Garage Lights and Receptacles GFI 20 20 1 1 #1_2_ _ #12. Space 23 24 900 O!wner's Suite AFCI 15 1 #1.4 Space 25 26 »'00 Owners Bathroan AFCI 15 1 #14 Space 2r _8 fa00 Exterior Lights and Recept GFI 15 1 #14 Space' 29. 30 '1000 Irrigation controls only 20 1 #12 Spare 31 32 Space Space 33 34 Space Space Space. ?s 17 3„ 38 Space - Space. #8 2 35 A/C AHU-1 :Heater S KVA at 65i% 5525 39. 40 Space 41 42 Space Load subject to demand factor calculations Hine 16000 27600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT ll'jTERRUPTER NC; NON -CO INCIDENT LOA[) GFI: GROUND FAULT INTERFUPTER Trial load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining wens at 409/a 13440 Total A)C load 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Taal Connected Load Watts 34269 Total Amps (watts/ 240 wits) 142.8 LED LIGHTING C� DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR &tH EDITION (2011). LOCAL CODES, AND ALL LOCAL F'OUIER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 "I COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING C SINGLE LAV. a BATH e2 PROVIDE 37/0 CU, THILN + INS CU IN 2' CONDUIT ORS 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANGx) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150ARP MGB TELEPHONE SERVICE ENTRANCE EQUIPMENT 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL A7 LOW 1 1 1 Reviewed for Code VOLTAGE CONNECTIONS r,...,,e.,:,.. 1 04 CU SERVICE GROUND CONNECTED TO CONCFi-BTE ENCASED FOOTER STEEL PER ELECT`+ICAL PROVISIONS OF THE FBCR 6tH Epi201T). 5/e" DIA X 8 FT LONG COPPER CLAP GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N D3 W U W 0 F 4 V 4 F 64 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT* 04321.200 070R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP C ARCHITECT: STATE OF FLOODA Ill C. ANDEI AR NO 17305 It" 1%aZ4 L DATE: 05// 28 20 SCAT :1/4"=1'-0"' SHEET E1 I I PLUMBING PLAN SCALE: 114 = I'-m' 21 2' VTR KITCHEN 2" I �� 11/2" SINK w/ 2' VT 1I AUTO VENT sI 21/2� 4I ' I . 11/2' \� 1 1/2' I 1 1/2' WC 1 11/2 2' �21 to 1 1 1/2' 3' 1 I TUB LAV 2" 3„ I LAV 2' we 2 SHwR 1/2" 3' 3' 2 wASHER 2' c0 PLUMBING RISER DIAGRAM TO MAIN Reviewed to Code Comprence UwrversW E� G scm 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W 0 F 0. U h W Q F q Fr ti SX BDIV. 8C LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP C ARCHITECT. STATE OF FLORIDA EAY 2 7 23' Im ICHAEL C. ANDEI AR NO 17305 rsur-i 2Q26 DATE: 05 / / 1 SCALE: 1/4"=1'-0" 1 SHEET p1 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 EQUIPMENT SCHEDULE 3.0 TONS MFG CARRIER C.U. 25P5C536A•030• A.P.U. FX4DNC5,FX03-tL +-TEAT 5 KW SEER 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/IPI-1 5RKR C.U_ 35 A.P.0 35 REF LINES 3/4" E 3/8" HVAC PLAN SCALE: 1/4 = V-0' 91 umvgm d amwmdw scwCW w D3 w U W O F 4 U 4 EENr A E: ti SU'BDIV. & LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: HVAC PLAN 160 MPH EXP C rs`i`n a DATE: 05 28 20 SCALE: 1/4"=1' — 0" SHEET m1 PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ Imd MASONRY NAIL a 32' OTC. MAX FIN. FLR 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN_ FL JSS 2X4 WOOD STUDS e24' O.G. SLAB N0117-,: 5 I UL.?S IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON —BRIG. SCALE: 3/4' = I'-0' F15ERGLA55 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �r O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS TYP. o.H. VENTED SOFFIT .1 INSULATION Q e a. a v. o dd a d'a Y W/ WINDOW OPENING GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD r n ... 1 A ^ I BOND BEAM SOLID GROUT W/ (1)- "5 (2) COURSE C uue AND SEAL GAS Llr� O NOT CUT I;' PVC SLEEVE FOR GAS LINE 4E BOND CM E AM 12' GYP. u,L_ BD. EBAR5 2a`�PIPE THROUGH BOND BEAM DI SCALE: 3/4°=I'-0° SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 24' O.G. 8' GMU I/2' GYP. WL. BD. WOOD BASE SCALE: 3/4' = I' -O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON 1.' O.S.B. SHEATHING OR is CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Zoo 0'-0' FIN. FLR. a , a d ' a' TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SI nPF7.A 2:12 Tn 11=SS TLIAM d•1� d 15 REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, A5TM D 4869 TYPE Iv, OR ASTM D 6i5-1 a- . Al a( d 2B GAS LINE THRU BLOCK D1 SCALE: 12'.P-V' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON �'I OS.B. SHEATHING OR 'j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR.,L 8' CMU TYP. o.N. 12' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REa VERTICAL TRACK BY MALF. FASTENED TO TRACK BRACKETS W/PRODUCT APPROVAL REC. CORDER BEAD S' CMU SEE STRUCTURAL FON,, REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL Wa SEALANT BACKER ROD UIEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2"=1'-0" �--2X4 5PF 24' O.G. MAX. SECURE W/ (2) 12d NAILS o EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS--, STIFFBACK AT ALL UPRIGHTS — PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD c < a d. a m.� �y e a. a M �l W WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS 10 24' O.G. In' GYP. WL. BD. WOOD BASE a FIBERGLASS SHINGLES OVER +'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS0511 ON �' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER 1 _m" FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED r: DIRECTLY TO MASONRY B TYP. WALL SECTION NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' CMU 0'-0' FIN. FLR 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 500 or ASTM C920 Class 25 Grade N5 Reviewed fw Code or greater for proper joint expansion and contraction, ASTM C1281, AAMA 1312, or other ID conpiumce approved standard as appropriate for the type of sealant. Fluld-applied membranes """efsal °9"a"I"° used as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesignigroup.com AA #: 0003325 F W rn U F 0. Chi W 4 F q SLJBDIV & LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT 04321.200 070R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C ARCHITECT: STATE OF FLORIDA 2 - 7 kEL C. ANDEI AR NO 17305 rrcaa"I A DATE: 05 28 20 SCAT E: 1/4"=1'-0"' SHEET TOP: 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT-7 17 0 �SECUR= 2x4 ONE" O FLAT TO BLK rol W/ MASONRY NAILS. SIDES" 2X6 GARAGE DOOR BUCK SEGUED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR a 9 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, (3)EVENLY SPACED. of I NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS AR> MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 2 SCALE, 8' CMU V DRYWALL 1'X4" OR I'X2' P.T- NAILER ix4 P.T. OR 5/a'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ 3%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING \` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 p' SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ 3.iv' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:® SECURE t0 BLOCK W/2-% TAPCONS(MIN. SANK SIZE .145 MIN. HEAD SIZDQbO MIN. EMBEDMENT 1 Y4') — WITHIN V OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/2-3W' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT I Y4') WITHIN 8' OF EACH END 18' O.G. MAX SPACING. ❑ X2" DRYWALL I'X4' OR I'X2' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T.S. 2X4cm SECURE t0 BLOCK W/ Ne.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2--%6' NON-STRUCTURAL 3(6' TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 8" CMU MIN. EMBEDMENT I Y4') Y�' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1'X4' OR I"X2' P.T. NAILER 2XB:® SECURE TO BLOCK W/2-% 7(6' OS$. X 4' " IIN- TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 KDOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G- MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15" /1 WINDOW TO BLOCK +1-15 6"8 C SCALE: N_T.S. 2X4:® SECURE TO BLOCK W/ 3(�' TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') WITHIN V OF EACH END 4 18' O.G. MAX SPACING. 2X6tm ! SECURE TO BLOCK W/2-3le TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8" OF EACH END 4 IS' O.C. MAX SPACING. 2X8cm SECURE TO BLOCK W/2-%b TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 18' O.C. MAX SPACING. —/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3%' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK 8' CMU ❑ V DRYWALL 1'X4' OR I'X2' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" D SCALE= N-1.5. 2X4cm SECURE TO BLOCK W/ 3%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6 ,NON-STRUCTURAL We.' SECURE TO BLOCK W/2-3(� TAPCON MIN. 1-Y4' TAPCONS (MEMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') ' DRYWALL WITHIN 8' OF EACH END 4 7,1' 18' O.C. MAX SPACING. X4' OR I'X2' P.T. NAILER El n SECURE TO BLOCK W/2-3Wib' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER la'O.C. MAX SPACING. MANUFACTURES DETAILS. N=g SHIM AA NEEPED TO PLUMS JAM (PO NOT Dv) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3° E SCALE: N.TS. 2X4= SECURE TO BLOCK W/ We,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL ale' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-A" .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 }�" DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR 1'X2" P.T. NAILER ® 2X8: SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER [END 145 W/(2)l2d WITHIN 8' OF EACH MIN- HEAD SIZE 300 4 6' t0 8' O.C. MAX MIN. EMBEDMENT I Y4') DOOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" F SCALE: N.TS. T 2X4 SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IV O.G. MAX SPACING. SECURED THROUGH 2X6:® , NON-STRUCTURAL NW SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4') J�" DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/1-1/4' )Ie' OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 15' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PWMR JAM (DO NOT E>=rP A9 DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7 16" G SCALE: 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN- HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS" OG. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/1-1/4 , NON-STRUCTURAL 3(6" T TAPCON MIN. 1-Y4' N. SHANK SIZE .145 HA (MIN. EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4'J 8' CMU WITHIN 8' OF EACH END 4' DRYWALL I8' O.G. MAX SPACING. ❑ 1'X4' OR I'X2' P-T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER W D.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3 4" H SCALE: N.T.S. ® RWr awed for cods CompYanu Unive" Enpvown Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W V4 U W 0 F ti Ij r7 W Q F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C ARCHTECT- STATE OF FLORIDA 1EL C. ANDEI AR NO T7305 05/28/20 SCALE:1/4"=1'-0"' SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a 9' O.C. MAX (VERT.;. NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • T' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WI LAYER 02, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED eT' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER e' To GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' ro S MIN. b' IN a MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO 8' i.10.1.4 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL SCUD I. FASTENERS FOR LATH TO BE NAILS OR i STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 10) 02415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITI \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JO [NT OI. FOLD INWARD • Pf. A O1. FOLD INWARD • PT. A 2. CREASE • Pr. B Fol •1 NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF' 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE /` TAPET WITH FORTIBER SHEATHING TAP /o 71 v IN.LAP ..o METAL LATH / - - X�� -_ W MIN PAPER LAP 3iELOW ONLY WRB LAYER 02, FORTIFIBER BUILDING PAPER (-?TAPER LAP SCALE: 1 1/2' • I'-0' (AKIC KO UT DETAIL LATH LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 01, STUCCO WRAP 'MIN LATH LA=, 4OVER ALL _AP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN W (229-MM). AS PER ASTM CI063 1.81 FOR REPAIR Cr- (EARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL E STICK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING - OR T/I6' ZIP SHEATHNG SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER STUCCO THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M%1NUF. SPECS.) 6' MIN - LAP LA- c LATH _A- e PAPER HORIZONTAL LATH & PAPER DETAIL ® 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR OI. FOLD INWARD • O 1.FOLD INWARD • Pr.A , 1( SHEATHING OR CMU III 2. CREASE • PT. B 1WOOD WRB LAYER 01, 2. GREASE • FT. ® 3. cRI • Pr. G STUCCO UJRAP (FRAME ONLY) 3. CREASE • PT. C 4. FOLD FT. G OVER FT. i Gt B TILL I G TOUCHES *� BOITOM FLANGE ® •: .� 8" THICK, 3 GOAT CEMENT ® - u PLASTER (FRAME), 1/2" 2 COAT F' CEMENT PLASTER (CMU) 1� s .�; METAL LATH (FRAME ONLY) NAt 4TTaoi LAP UJRB d TAPE OVER ® ®FOLD ROOF/WALL SCREED• 1T' SHINGDRIP EDGE:EXTEND I/2' BELOWSHEATHMG, MECHANICALLY FASTEN 4'OG. MAX. }' THICK, 3 COAT CEMENT PLASTER (FRAME), la' 2 COAT CEMENT PLASTER (CMU) WRB LAYER n, FORTRBER BUILDING PAPER(MW'E ONLY) WR5 LAYER III STUCCO WRAP(mum ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP UM APPROX. 115' ABOVE SHINGLES (FRAME ONLY) FASCIA WRAP PRAI"E OR CMU EXTERIOR KICK -OUT FLASHMG (SEE DETAIL) WATER TIGHT SEAL. FOLD, I NOl CUT. WATERTIGHT SEAL (BEND OR SOLDER DO Nar CUT ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5'1 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT UJALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL UJITH ROOF CEMENT ROOF PER ELEVATIONS LAS ]PIING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOLLSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I I' OR LESS PIPE _ PENETRATION ;`.`:� :=:..... CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES DAPIPE N.T.S. 6'x6' 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-AD`STEP 02 FLASHING MEMBRANE WRB LAYER "I, STUCCO WRAP WRB LAYER '2, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHINGTO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE NTi;P-,ATION %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION RM,7 E7ftft 181 11 1 Made ft Exterior a§e of portland cement plaster shall comhly with the application requirements of ASTM C 926-12A. Installatiot, of exterior lathing and framing shall comply with ASTM C 1063-12A. TAIL CFiRAt*'I DRAINAGzE PLANE (ORS LAi'EfR#1, STUCCO WfRAP) WfRE5 LANT ER *2 (FOIRTIF15EIR ...... — — 5UILDING;; PAPE1R) 1IETAL LATa4 X x X X STUCCO LLOOD 5N4EAT�41NG OR 1/11W ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS) 5ELF—AD1—IE51VE FLASHING — — — — — — NOTE: 1„IETAL LATE: LAT+4 TO 5E FEfR SECTION fR-103.1.1 / )4ST1"I C—B4-I-0S, t 1'IN. 2.5 LB5. FEfR SCE. IrARD (UTILITY Code . NO1 IINA �"°m°"� UN,glrsal EnflineS^n9 LAT�4 DOES NOT 1"fEET SPECIFICATI ) > 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com 164 AA #: 0003325 J F W y W U W 0 0. V W A F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHFIFECT- STATE OF FLOi .,.Q MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 052820 / / SCALE: 1/4"=1'-0" SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE top, 51DE(S) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6' SELF ADHESIVE SEQUENCE OF FLASHING TO BE: OVER TOP E SIDES 1/16' ZIP SHEATHING SYSTEM I. BOTTOM, 2. SIDES. 3_ TOP INSTALLED PER MANUF. SPECS) OR VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING ..r' OF SEALANT AT TOP AND FLASHING WRB LAYER "I, X'. - SIDES ONLY. SEALANT IS TO BE UNIT STUCCO WRAP TOOLED 50TO DEFLECT WRB LAYER 02, FORTIF15ER WATER AWAY FROM JOINTS. F PREMANUF. DRYER BUILDING PAPER E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH i I JOINTS AND INTERSECTIONS CONT. SEALANT) WOOD + " — 'I/S' TEXTURED � I I• • APPLY SEALANT AT PERIMETER OF GONStRUCTION _ FINISH a WOOD BACKER ROD I' NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON ALL SIDES, & CAULKING + JOINT SEALANT g } MEMBERT � ' OZ. MAX I ALL AROUND TOP d SIDES S' GhU WEEP BREED MID -WALL I PER SECTION R703.7 I Exterior lathing and plastery BACKER ROD I I Exterior use of portland cement plaster DRYER VENT (BLOCK) k = La shall comply with the application B ! requirements of ASTM C 926 12A. d'• 6' WIDE STRIP SELF I � Installation of exterior lathing and framing shall comply with ASTM C 1063-12A ; 4 ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING WRB LAYER e1, STUCCO WRAP 6 DRYER VENT HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER e2, FORTIF15ER BUILDING PAPER WOOD SHEATHING (FRAME) _I I0 ► M DRAINAGE PLANE (WRB LATER 111, STUCCO WRAP) WRB LAYER 02 (FORTIF BER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO i. WOOF—) SPEATPING OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF—ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-04-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR N01"IINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A -)VENT PENETRATION ri SCALE: N.T.S. ELEC- METED VERIFY LO HItrCH I CJ Mr— Vi= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM /II/_!o>- AT GTI ITTII SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES I I,� r l". . I u. SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHIP APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS Box, APPLY TO FA( EDGE APPLY E-Z 5EA1 OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS FINISH ® MASONRY B HORIZONTAL WEEP SCREED FRAME TO BLOCK) NOTE:: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER MI STF '*I - APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ST F #3 0 5T1 1*2 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER "2, FORTIFIBER BUILDING PAPER 5T E F 1* ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ELECTRICAL RECEPTACLE Rev+ewedtor Code Canphance Ukdversal Engmeedng 01 $ciencm 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N U3 04 U 0 4 U W 4 F A Z SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1 DISODEL: 4EBB "1828-CALI" OARAC;E SWING:: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHITECT: STAR OF FLORIDA 1i,,f 2 "( MICHAEL C. ANDERSON AR NO 17305 rs/ caar a 05 28 20 DATE• SCALE: 1/4"=1'-0" SHEET MIA ..�\,�.,,, ,1 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — - — - — - — PUILDINCx PAPER) METAL LATI4 x x x x Miami STUCCO WOOD 5NE,4THING OR l/16" ZIF & 4EAT1-4ING SYSTEM (IN5TALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING 2 1/2" CORNER BEAD a CORNER BEAD (FASTENER 4 SPACING a 7" O.C.) CMU V THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C� BLOCK Eg Reviewed foran code Campliarvx Universal Engineenng sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W ti 0. co co 4 q FF SXMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1. MODEL: 4EBB "1828—CALI" GARAGE Willi LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C IL ARCHFrECT. STATE OF FLORIDA EL C. ANDEI AR NO 17305 rscaaM a 05 28 20 DATE: / / SCALE: 1/4"=1'-0" SHEET ill METAL F4 2x6 SUB Eo 2xro SUB -BAND W/1 "x4" NOTCH a END, WRAPPED PEEL 4 STICK DRIP EDGE 7/0" TEXTURED FINISH I@ WOOD 1/2" TEXTURED FINISH a CMU IN I� I� I� I� 1 � I � 1 METAL FASCIA 1 WRAP Ya" FROM STUCCO, 1 " FROM 1� WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1� NOTE: NOTCH FOR 2X(o REl" OVED EYOND) OFF WALL CO) FINISH 'TURF D W/1 "x4" NOTCH IN PEEL E STICK WRAP 1 " OFF B BAND 2 " I/a' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) WR5 LAYER 02, FORTIFISER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0" SCABBED TO TRUSS W1126 NAILS roll-S" O.C. MAX. 2x SUS -BAND W/lY"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE SUB BAND DETAIL OP WALL 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/V22"x4" NOTCH im END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. J'4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH END, WRAPPED IN PEEL 8 STICK EXTERIOR WALL *ROOF CEMENT -s (FRAME OR CMU) ROOF EDGE r OMITTED FOR SUB BAND DETAIL OP WALL CLARITY W/KIC K- OUT 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti w y 04 U w 0 F 0. U w q A z SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP C ARCHITECT STATE OF FLORIDA C. ANDEI NO 17305 3DAT : 05 28 20 DATE - SCAT :1/4"=1'-0" SHEET WA6 I 39'-8" 28'-8" 3 -4" 15 -101, v 9.6, 9,_8, 4, 3 1.1 �— 1, FM-12X12 — — 1EM-12X18 — m 1.1 XI N N 4" CONC. - C � H �I SLAB wa LL N O Lu : F-24X24_l n- r 1,_0,,31/2 to LL .. 10'-0„ 1O JA I 2 z EXTEND FM-12X18 0 SLAB 1 1/2" 1 `0 CLI ,.1 ❑ 1 I 0 1.1 Y M I 0101, o TOP OF iv SLAB P O 00 C7 07 M _ I N � I� I ❑ 0 ro o0 io III I 00 ' XI r< Lo Io 15'_8" 5-0' - 191_01, vr- r -- -- — — 0 4' PVC CHASE; 1 ;9 TE zw 4" CONC.10 SLAB e 51/2 � 4' ifl�—o Al I TOP OF 3. 0, g SLAB bo 3'-6" N ❑• N I I � INo N• r N I� 0 lL J er 2 SLAB 1E1 2" 00%12XII'L�2 LL 4" CONC.I XW' SLAB Na3 1/2 71/2 2J b2FM-12X18 FMC-12X 8 FM-12X18� ' 4 \ 1.1 16' 0 "2'-8 T-10" 10'_2„ _ 21 4 -- 4._4" 14'_0" 39'-8' FOUNDATION PLAN SCALE. 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4: REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 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.I71NDICATED #5 BAR, DINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° 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 A.C.I.. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm 1,500 PSI, TYPE "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 T-0" O/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF REMARKS 6x6 W1.4xW1 4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101, s (+)0 _0" FM-12x12 12" CONTINUOUS 12" - (2) #5's _ + 0"-D" FM-12xl8 12" CONTINUOUS 18" (2) #5's _ (+)0'-0" FM-16xl8 16" CONTINUOUS 18" - (2) #5's _ FMC-12x18 12" CONTINUOUS 181, - (2) #5's #5 IN CURB VARIES F-24x24 24" 1 24" 1 1 " s s 1 (-)0"4" STRAP TO A/C SIMPSON WP CONC. W/ UNIT ROLL STRAP W-3/161X211 OR EQUAL 0 TAP -CONS EACH CORNER OF UNIT CONC- SECURE STRAP TO SLAB UNITS W/ (2) Oftl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 91 Homewea toi Coos Corntmaruxt Ursvarsal Engmering 6cNncw 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 329:�7 PH: 321-802-3$91 wwwabdesigngroup.com AA #: 0003325 r W r r 4 14 W O F A y 4 LL SXMDIV. 8a ILO' . CREEKSIDE ' PHASE 2 LOT #70 PROJECT# 04321.200 070R1 MODEL• 4EBB "1828-CALI" �I GARAGE SWING: LEFT PAGE: FOUNDATION j k PLAN µ 60 MPH EXP C ARCHfTECT"' STATE OF FLORID > �� it I d I'a MAY 2 7 23'-' MICHAEL C. ANDERSON AR NO 17305 AI NT DE: 05/28/20 SCALE: 1/4"=190" SHEET si Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND }d} SPACING REQUIREMENTS Q Lu inOD U_ J O U) Z 8" C M U WALL o +_ M a •° TOP OF: °. SEE SLAB SCHEDULE EXT. PORCH SLAB Lj�\—SEE 4" CHAMFER (1-STORY) W/1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHEREAPPLICABLE) z SCHEDULE N FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" iWE g 'a Q ~ m W U � J I O o z M � — ° EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) z N 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 ro � SECURE FLANGE TO SLAB W/(4) 114" X21/4" TAPCONS e .. ° BOLLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 LIDS SEE PLANS FOR SPACIN INGLE SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY BTM. PLATE TO BE PT. RE B . PLATE TO PROVIDE DBL. TOP PLAT LA / d MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE %B d < ° SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4"=V-0" (NO LIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS w Q ' 8' CMU WALL TOP OF SLAB ° VARIES SEE SLAB SCHEDULE TOP OF GARAGE f -4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • ` • SEE SCHEDULE 4 FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING @ GARAGE SCALE:3/4"=l'-0" w� ❑ a j co NEW REINF. BAR U d SECURED W/2-PART a EPDXY. MIN. EMBED J ¢ 8" LINO Q p FOLLOW ALL MANF. T SPECIFICATIONS FOR W m I USE AND 4, PREPARATION OF (D v — HOLE. Z n� W O p" "� M q.QVO ,Q Q 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" — — STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q AQ mw co IL �. U O 8" CMU ocl)z 4 TOP OF a �.° SEE SLAB SCHEDULE i z _ "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND 00 POURED MONOLITHICALLY WITH r --- FOUNDATION AND SLAB ° ° SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- 1 OOTING AND COL. P crra 30" MIN. EACH WAY FOOTING sv _ > s P� �n v, 6 ° r FM ' I I CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH $ ° WAY AT ALL CHANGES IN DIRECTIONS :.. ° SO THAT THE STEEL REINF. IS CONTINUOUS P of MATCH AMOUNT OF CONTINUOUS BARS Lv. � 'I" CONTINUOUS STEEL MONOLITHIC v . FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" — A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO ,CUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT LATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" )F SLAB ° ° a EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUAINT INTERIOR CURB FOUNDATION WOOD WP -- VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLO NG E R PLATE TO SLAB M 1/ "x DGE ANCHOR W/ 2" R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC AX. U W 1 � SEE SLAB SCHEDULE SCALE:3/4"=1'-0" (W/ UPLI POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=l'-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEESLABSCHEDULE FOR NRY SET EV: OF SLAB ° . p y _a mod. 6' ° :a ° EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=r'-9' (NO UPLIFT) Reviewed for Code ComplienM UNveml E onewW soienm 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 I. PH: 321-802-3591 a www.abdesigngroup.com AA #: 0003325 if kill z � 13 r� �OOyQ h� I� a y S LOT: F' CREEKSIDE ' PHASE' 2 LOT #gyp 'l l"ROJECT# 04321.200 070R1 r,l, monEL4 li 4EBB "1828-CALI" GARAGE SWINGI', LEFT PAGE: bl a EET t• ns �4 ) " F "L r �.e L i " I i� N. ARCFiiTECT: STATE OF FLORIDA MAY 1 T 2029 \EL C. ANDEI AR NO 17305 PRINT ATE: 05 28 20 SCALE: 1 /4"=1'—'I'� SHEET 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrqup.com f-%A #: 0003325 W 77 D3 r4 r) pq 0. t4 4 - J, A\ Ts W 0 I{ C4 SUBDIV. & 3LOT- CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200/070R1 MODEL: 4EBB "1828-CALI" CIARAGE SWING- 4 LEFT, `?AGE: DOWEL q PLAN 160 MPH EXP ARCHrrECT STATE OF FLORIDA MAY 12 7 2020 kEL C. ANDEF AR NO 17305 rf-P RRINT ]nAILTE: 05/28/20 SCALE: 1/4"=1'-0" SHEET 1. 2 BAR 61ZE 48 BAR DIA. 03 181, #4 24" 30" 36" #7 42" BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" 2194 HWY AiA, SI INDIAN HARBOUR FLORIDA 32E PH: 321-802-2 www.abdosigngrc AA #: 00033 0, •, lv— M-TMV MV w 3 T- TI3I)IV. & Li CREEKSIDE PHASE 2 LOT #70 OJECT# 04321.200/070R1 Mol:)ELZ• 4EBB "1828-CALl" GARAGE SWING.: LEFT TIAGE: DETAILS 6, --h-6,0 MPH EXP ARCHff'EUl, � STATE OF FLORRD-N MAY 2 7 2al, MICHAEL C. ANDE I AR NO 17305 �V- PRINT DATE:05/28/20 SCALE: 1/4 SHEET 2 pa,1. -A FRAMING NOTES.- 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 16d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTIONTHE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE 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 SLA ABBREVIATIONS E.E. = EACH END, OrC = ON CENTER. F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (Psi) SIZE WxH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 661 MASONRY 3000 8x8 — (1)#5 -- N/A — GROUTED SOLIDI "CAST-CRETE" SAFE LOAD TABLE SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS 494ee� SAFE LOAD - POUNDS PER LINEAR FOOT 4C""1/4M SAFE LOAD PLF -- TYPE LENGT` H_ we MWO 6F1248 8F160B 6P260B BP"75mmm 8P320 TYPE LENGTH 8F8 U NWB OFra1B ON64a &FX140 OPA440 W42AS 3$' (42') PTtECASi 2 1 8000 me 51e9 58W am70961 �� (42' PRECAST 1025 1024 1598 3M 4805 0113 7647 ee'74 1180021111 4'4r (487 PRECAST 1988 2M 4WD am 7034 4' 0' (4B7 PRECAST 785 788 180E YBOB 4W5 61�13 7647 eW4 t107 000 44' (54') PRECAST 15M ,980 2110 teat 87M 4We 0424 4'-V (54.) PRECAST 592 591 1073 2180 43M 6113 7547 8W2 102W 11500 (84� PRECAST 1217 1349 14M 1990 2M3123 3M 4W9�P 5 4' (847 PRECAST 411 411 745 1a03 22 SM 7547 �Ir4 101 5'-1U, (70') PRECAST losz 110E 1173 1031 202 249 SM 3470 9-1a (70') PRECAST 340 339 818 ,�, 2e2 4aeo 7,eepep rm a32pp 8�' (78') PRECAST weI= 1= 2177 3400 3031 3707 4W 50e7 8'�' PRECAST 507 721 490 2177 am eel am 1024pp amcm T-0' (90') PRECAST 7'48 1011 172 2M 2M21I93 3101 3555 r�' (W) PRECAST 424 388 1011 172 2M3m 5ee1 8487pq em(I 94' (112') PRECAST 554 0M 1100 182 26IM 3480 2816 3M 9W (112') PRECAST 328 612 230 m 1914E I—M 2M am 4705m 8=on 10'4' (1287 PRECAST 475 535 m 1247 203 2777 21M 288 10'-8' (128) PRECAST 204 401 100 943 lo62 153a 2M 2781 3843m 4764pq 11'4' (13fn PRECAST 362 m so ,20 lea 242 3127 4000 11W (138) PRECAST 2W 452 154 582 046 I= 1840 242 3127 4WO 12-0' (144� PRECAST W640 eta 1254 1084 2193 205 8682 12'-0' (144' PRECAST 244 402 137 548 m1254 1084 2103 230E 3W IX 4' (180") PRECAST 298 471 765 1073 142 ,Bee 231E 20 13'4' (181r) PRECAST 217 324 110 471 76e 1W6 1429 IWO 210 2e3 W-V (18n PRECAST 279 484 708 1002 189E W 2127 2030 14'4' (18n PRECAST 206 203 100 44Z 70e 1002 182 1I 1eW 2127 0 2690 14'-8' (178') PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-' (175) PRESTRESSED N.R 284 91 456 lee 1370 loos 246 2517 2712 19-C (184') PRESTRESSED N.R. NR NR NR NR NR 15'-' (184) PRESTRESSED N.R. 259 83 t2 O 120 1NR Zee 2NR 1T�' (208'j PRESTRESSED N.R NR NR NR NR NR NR NR 1Te (2087 PRESTRESSED N.R. 194 84 20 We 8W 1320 IWO 1840 2u17 (23n PRESTR83M N.R. NR NR NR NR 19 4 � Mn � N.R. 148 62 38 Z95 42 42 760 03 1097 122 151E 171e 21'�' (265') Pf8 STRESSED N.R. NIR NR NR NR NR NR NR 21' 4' On PRESTRESSED N.R. 125 42 18D 340 M us 1114 1358 14e8 270 (2649 PRESTRESSED N.R. NR NR NR NR NR 0R NR 2Z-0. CM4-) PRESTRESSED N.R. 118 40 166 315 560 784 lo47 128E I= 24'-0' WPRESTRESSED N.R.NR NR NR NR NR NR NR 241-V on PRESTRESSED N.R.91 33 12 260 450 854 894 1W2 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - ALL VALUES TARN FROM OWE LOAD TABLES' BY CA8TCRIETE MAY 2015 EDTTTON - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-1- NTELS CArC4M9r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE WMT 0124T OM64T BP8D4T VM4T W29-1T 8P82•,' ow BF,2S7 amw emrr 5F31,2f• won &m2 �'$' (42� PRECAST 1880 2W 3M 4W am 0132 "M I= ME SM 4W am elm 7W, ,V4r (481 PRECAST I= 206 200 3615 41M 682 8079 I= 2805 sm 215 46M 632E WN 4'$' (641 PRECAST 1207 2040 27W 3375 4043 4711 an 1207 2.040 2707 3375 4043 4711 e370 614' (841 PRECAST 1018 17111"p 2Mpp 288 SM SM 452 1010 1718 2M 2M 3M =I 4e22 5'-11r (/a) PRECAST on 1567m M00bp 2M 3101 3M 4133 920 laW 2=1 2M3 3107 eel 4133 9-r (781 PRECAST 635 1407m 1 2MM 2atpp 371Z, am 1407 1866 2M 22 321 3712 r$' (90') PRECAST 7W 1 1 22 28Z7 3=1 727 122 1094 21ffi 2M 227 3229 0'4' (112' PRECAST W MMI 11 1474 181 2117on =0 501 8e2 1319 1 100 11189 I 214 WO 17 (12n PRECAST 530 an Inom ilea 1461 1 2MI No 865 1100" 1472 pp IMm 2R 24e IiIW (130n PRECAST 474 504 80D 1037 1274m 1111 IMI 494 8W 104AM 13720e 1643 pp 1815m 2187 1 -0r (744� PRECAST 470 469 724 M11 t IMI 470 550 940 1302t, 1500" 1818pp 2W, 1 W (10a) PRECAST 418 pe 32 p; BWpp 7W pq 084 pa 1143pe 1231 42 400 780mi IINCM 1418m 1853M IN7 1 '4' (16" PRECAST Wit 82p4 20 724 pq 809 1 1= 410 42 717 4e 1083 1 1 18W1 4.8' (171n PRESTRESSED 2e 248 1 Re 305 1 an 872 08D on 82 pep 1 976 161 1131 1754 1 TVA' (1841 PRESTRESSED 224 230 318 po See 400 816 g Wm 90a pq 760 1 811 mp 14e0p p 1o641 IMI 1r4' (208' PRESTRESSED 107 26 405 a W m. Man Mm M 102 306 W a 740 N 10015M IZM@q 1478 19d' (232') PRESTRESSED 102 2M ea 348 pq 447 n 547 847 pep 7471 loB 2.83 420 82 pq $41 1 1227 21'4' 058') PRESTRESSED 143 204pe 8W M =in M 888 8551 142 232 373 a1 537 po 721 gg OWMI 104E 28'4' (254") PRESTRESSED 137 1 W m 285 379 pq 402 m 546M 8301 137 2Z3 86en 518 cm Wave. on= 908 W-V (28n PRESTRESSED 124 179 pe 2W =1 Win 418 p0 462 pq 6W 1 124 2M310 p1 456 s0 BOB ppp 767 pvp 8761 ! (#)THE NUMBERS IN PARENTHESIS ARE IPERCENT '.. REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM V OF BEAMING PAST EACH BIDE OF WINDOW OPENING PRODUCT ONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION A CEPTANCE # 19-013013 " 1 I ����—ss��ss�or����wa����������e����o�o�o�o���o�o�wo�i���so��e��e�� 8F16-1T/OM/0B 8F16-1T/0M/0B 8F16-1T/0M/0B 1 1 ♦♦♦ j ' 1 1 ♦ I of 1 �1 1 ♦♦ s �1 1 ♦♦ �* 01 ♦ e 8F24-1T/0M/0B e 1 ♦ � 1 ♦♦ I 1 4 � 1 � 1 � 1 s, 1 a 1 1 ' 1 1 , 1 1 � 1 1 � 1 1 1 1 1 1 1 1 1 1 - 1 1 m Ir 1 o � 1� 21 01 1� �1 u1 1 % c1 1 1 1 UNO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 _-- OF WALL EL. 8'-8" UNO" 1 P 1 1 1 1 1 1 1 1 z 1 10 1 1 8RF6- 1 1 1 T/OM/OB 1 1 1 1 1 GT 1 BFT-IT/OMlOB � 1 8F28-1T/0M/0B 0, 8F16-1T/0M/0B 1 L iiiiiiii =Ammmmm�mmmmmmmm�o1 16 m m m m me , LIFT BEAM PLAN SCALE! 1/4" = T-0" IDReviewed for Code Compliance Universal Engineering Sciences Vol X StMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #70 04321.20O LM1 i :MODEL: 4EBB "1828-CALI" OARAC;.E SWING: LEFT ]PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP C ARCHrrECT- STATE OF FLORIL_ id I a MAY 2 7 200 AICHAEL C. ANDERSO ' AR NO 17305 I DATE: 05/28 f 20 I SCAL'E:1/4"=1' 0" SHEET i �`-,_ �,..._./ Yam✓ #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 OF BOND BEAM SCALE: 3/4"=V-0 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 PLACE STEEL REINFORCING L2 HEIGHT. ( ) 4 THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 0 / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL / IN lz��6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / 2 • 8x8 BOND BEAM • �� W/ (1) #5 BAR F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FF NOMINAL LINTEL TO TOP 0 WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE aNN0 16'-1 T/ 1 M /O B 8x8 PRE -CAST C( L NOMINALINTEL W/ (1) #5 1 5 TOP LENGTH OF BAR # OF #5 P HEIGHT OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX - lT/lM/OB INDICATES A DOUBLE BOND BEAM # OF.#5'S, BOTTOM 8x8 PRE -CAST C( AND XFXX - lT/OM/OB INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STE IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/06 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LO LINTEL AND XUXX - 1TIOM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL BOND BEAM zo 7f� TYP.8"xl6" ro BOND BEAM i� PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE.145 MIN HEAD WINDOW SIZE . MIN EMBEDMENT 1 1/4") 8" FR EACH END AND 00 18" O.C. MAX. 1-1/4" EMBEDMENT \ 2x6 (MIN 2 X 3) 2-3/16 TAP PRE -CAST -a 3 1b4' a OR DRIVE PIN (MIN SHANK. WINDOW SIZE.145MINHEADSIZE.300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16," TAPCON OR DRIVE PIN (M SHANK SIZE.145 MIN SIZE .300 MIN EMBEDM 1/4") 8" FROM EACH END D 2X4 SOLID BLOCKING SECURETQ SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION J ARCHWAY FRAMING DETAIL SCALE 3/4"=1'-0" 0 �II i ■EM New-1 SINGLE #5 CORNER —� BAR, 3000 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR T EACH SIDE STEEL REIZ(7 O LEVATION BOND. BEACHA E HANGE IN LEVATIONOF BOND BEAM QrAi r - Iiell— ® dewed row C ComPliar>G Umversel Engn s F IN y U W 113 O 0. r4 V y W C F 9 ti ft is II uSN SLJBDIY. 8 LOT: CREEKSIDE' PHASE' 2 LOT #70 PROJECT# 04321.200 70R1 MODEL: _I� 4EBB "1828- dALI" GARAGE SWING: LEFT PAGE: I ;:I DETAILS i 160 MPH EXP ARCHlrrECT= STATE OF FLORIDA a Mr. I- KV 2 7 2310 MICHAEL C. ANDERSON,! AR NO 17305 �` PRINT DATE: 05 28 20 SCALE: 1/4"=1'-0 SHEET S2. 1 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 GALVANIZER 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, 13. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING CLInIAI I nKI TLJC COARAIKI( OI AKIO AKIM M=A II AOC Mn AIAIxl AO A MIA( MARARAATI� 1. ROOF GIRDERS / UPLIFT IN EX( FABRICATED W/ A' x6 BTM. CHORD 2. COORDINATE ANY TRAY/COFFEE WITH THE ARCHITECTURAL PLANS SHOWN ON THIS PLAN IN ORDER TI 3. TRUSS COMPANY/ ENGINEER IS TRUSS CONNECT) NS 4. AVOID PLACING A TRUSS PERPE MAINTAIN AT LEAS 8" FROM THE C SS OF 2,500 LBS SHALL BE AIN.) D CEILINGS, AND ATTIC ACCESS RAYS AND COFFERS ARE NOT AVOID CONFUSION AND MISTAKES. SPONSIBLE FOR ALL TRUSS TO DICULAR TO A STEEL COLUMN. LATER OF THE. COLUMN. 2x4 SCAB NAI LED TO - DIAGONAL TRUSS BOTTOM BRACING/BOTTOM CHORD W/MI� (4) 1 Od CHORD. BRACING NAILS FORE CH N�[�I3�Zdil �Ii!I3N iCal` DISSIMILAR BOTTOM CHORD BRACING @ END CONNECTOR SCHEDULE CONTROL DATE: 01/27/2020 MiTek USP SIMPSON MiTek USP' SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 15d 2-PLY, EMBED 4' (8) 10 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, EMBED 4.. - (10) 1 d xa 1/I" 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 108 x 1112" 1-PLY, (8) Lad 2-PLY, EMBED 4" HTA 20 1870 HETA -ZO - 1810 (10)10d x 11/2", (8)16d 2-PLY, EMBED 4" (9) 10d 71/2" 1-PLY, (8) 16d 2-PLY. EMBED 4" (2)HTA-20 2430 (2)IT ETA-20 2035 (12)10d x 11/2", 1-PLY, EMBED 4" (10)10d 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 (S)1/4"x 3" Wedge Bolt+Anchors, WOOD JIG) 10d (7) 114" x 21/4" TITEN, WOOD (16) Tod WGT-3 3380 LGT3-SD52.5 3480 CONC (4) 3/8" X 5 Wedge Bolt+Anchom, WOOD (12) W525 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8 x 5 TITEN HD TO WALL DHTA-20 2430 DETAL-20 2480 (I6)-10dx11/2, 1 PLY ALTERNATE USE OF(2I HTA-20 ACCEPTABLE (I8) Odx11/2,1 PLY ALTERNATE USE OF(2)HETA-20 ACCEPTABLE MUGT15+ 394S MGT. 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TOWOOD) (1)S/$"A.T.R. IN NIGH STRENGTH EPDXY (MIN.:12" EMBED),.(22) lOd TO WOOD HUGT2+ 957S 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), (161 10dTO 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),(16I 10d TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (10)10d x 11/2" 110)10dx 1-1/2" MUGT15 3945 VGT ' 4940 (115/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4)10d TOP/(6) 10d FACE/(12)10d BACK OF TRUSS (1) 5/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED(, (16) SDS 1/4' T' HUGT 1 9575. (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED(, (8)10d (2) 5/ "A.T. R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3" MTW 12 _965. MTS-12 990 (14)10d x 1112",(14)I0d (14119d X 1112" - HTW 16 1355 HTS-16 1310 (16)10d X 11/2", (16)10d (16) 10d X 11/2" HTW 20 '13S5 HTS20 '1310 (24)10d X 11/2", (20) 10d (24)10d X 11/2" HTW 24 1355 HTS-24 1310 (24). 10d X11/2", (20)10d (24) lbd x 11/2" LSTA 12++ 930 LSTA-12 ++ 925 (1D) IOd (10)10d - LSTA 18++ 1235 LSTA-18++ 1235 (14)10d (14)1dd MSTA-18++ 1310 MSTA-19++ 131S1(48) (10d (14)10d MSTA-24++ 1640 MSTA-24++ 1640)10d (38)10d y1: MSTA-30++ 2065 MSTA-30++ 2050)1Od (22)1td MSTA-36, 2065 MSTA-36« 20SO)10d (26)16d `ESgj KSTI236 2765 MSTI-36 3800(16) 10d X 11/2" (36)14d X 1.1/2' KT51248 SLOG MST)-48 507010d X 11/2" (48)1 d X 11/2" LFTA6 980 H6 1055)Sd x 11/2" (16)8d) (8)Sd OPLATES, (e)Bd TO STUDSSPT4 875 SP4 825 10d TO STUDS (6) 10d TO PLATE (6) lO 1 x 11/2" TO STUDS M P34 S25.IN F1 @ 160 % A34 430 (4) ad x 11/2" TO BEAM, (4) ad x 11/2" TO POST. (4) ad 1112" TO BEAM, (4)$dx1 1/2 TO POST. HHCP2 680 HCP2 590 (10)10d x 11/2" TO TRUSS; (10) 10d X 11/2"TO PLATE '.. 112)1 d X 11/2" RT16A 1020 H10A 1040 (9)10dx11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18)low X 11/2. MUGT15&PHD4A 4175 VGT &HDU4 4940 (28).10d TO TRUSS,110) WS3 WOOD SCREWS TO POST W/5/8"THREADED ROD 16)-S S1/4"x3"TO WOO D,(10I-SD51/4721/2"W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15&PHD4A 4175 VGT&HDJB 494D (28110d TO TRUSS(IOI WS3 WOOD SCREWS TO POSTW/5/8"THREADED ROD (16)-S S1/4"x3"40 W000, I3)-3/4"STUD 80LT5 W/THREADED ROD, (2)NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2300 7750 (1)5/8"A.7.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBEDI IN CONIC:, (12) 16d TO':WOOD (1)S/ A.T.R. IN HIGH STRENGTH EPDXY, (MIN.! T' EMBED.) IN CONIC., (12) 16d TO WOOD PAU66 2455 16005 ABU 66Z 2190 18205 (1)5/8" A,T.R. IN HIGH STRENGTH EPDXY, (MIN. ]" EMBEDI IN C. C!, (12)16d f0 WOOD (1) 5/ A T R. IN HIGH STRENGTH EPDXY (MIN: ]" EMBED-) IN CONC., (12)16d TO WOOD LTS19++r 1205 LTT19 +++ 1310 (1)3/4'A.T.R, IN HIGH STRENGTH EPDXY, IMIN. 7' EMBED) IN CONC., S)lod TO WOOD (1)3/ A.T.R . IN HIGH STRENGTH QPDXY(MIN L7" EMBED.) IN CONC.,(8)lOdTO WOOD LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, I NIIN. 7"EMBED) IN CONC,(IOTIOd x 1,1/2 TO WOOD (1)1{ AT.R. IN HIGH STRENGTH. EPDXY, HAIN /" EM BED.) IN CONC., (10) YOd TO WOOD HTT45 4160 HTT4 4455 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC, (18) l6d X 21/2" (1) S/ A T.R. IN HIGH STRENGTH EPDXY (MIN 7" EMBED,) IN CONC., (26)16d X.21/2" HTT45 5005 HTT5 5090 (1)5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 2" EMBED) IN CONIC, (26)16d X 21/2" (1) S/ A T R. IN HIGH STRENGTH EPDXY (MIN 7" EMBED,) IN CONC., (26)16d X 21/2" UPHD11+ 14395 2HDQ11-SDS 11810 1 1" A.T.R. IN HIGH STRENGTH EPDXY, MIN. 10" EMBED IN CONIC., (24) WS3 WOOD SCREWS O ( I (1)1 T R 1N'. HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS 'G" x 2K" WOOD SCREWS PH05A 6525 HD7B 6645 11I5/S"A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CON7.(14) WS3 WOOD SCREWS (1)7/"A.B.IN-HIGH.STRENGTH EPDXY, (MIN. 7."EMBD.)IN CONIC.,(8)3/4" STUD BOLTSTOWOOD TOX8 7S70 (1{ 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC. (3) 7/8' STUD ':BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.2S 3475 4330 O / / DVNBOLT BOLT ANCHOR OR EQ W/MINSEMBEDIINSTAALLED EDGE 13(14)SOd ATIOI TITW ftAMSET REUHF.AD EPDXY HIGH STRENGTH EPDXY, (MIN 6J5" EMBDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH (MIN. 5.75"EMBEDMENT) INCMU. FACE,(18) I0d TO BEAM HUS4121F 3615 2710(100%) HUSC412 (WOOD) 343S 2635(100%) (10 16d TO WOOD ) 16d TO HEADER,10 ( I. h0)1 dTO HEADER (10)16d TO WOOD 3325(125%) 3220(125%) HD4101F (CMU) 1950 3080. HUC410 (CMU) 1800 4500 (18)1/4 'x3"/' 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) lOd TO WOOD: HD210-21F (CMU) 1950 3080 HUC210-2 (CMU) 180D 4500 (1S)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/A" TITLN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD: HD210-31F (CMU) 2745 5015 HX210-3 (CMU) 1800 4500 119)1/4"" x 3"" WS3 SCREWS, (10)10d TO 'I, WOOD. USP (20)3/16 TAPPER+, (10)10d TO WOOD "" (18) Y 9 x 2-3/4" TITEN (9 PER FLANGE) TO CMU', (10) 10d TO W000, LGUM26-2P 2125 6065 LGUM26-2-50 1430 5595 (4)3/8"X 4"Wedge-Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS TH3/ x 4 TITEN H D AN CHORS(2 PER FLANGE)TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ 2194HWYAIA, SUITE301, INDIAN HARBOU BEACH, FLORIDA 3 937 PH: 321-802 3591 www.abdesigng,oup.com AA #: 0003325 E� W D3 W U w O r F~i U4 D3 4 F A E; �i 74 ll, .._- A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 z' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 q' NAILS TO TRUSS DBL STRAP; 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 2" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 1Od NAILS:2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL, A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SQALE:3/4 4 NOT USED 0 OUTER;11 SPAN BTM. — PLATE DEPTH 1/4`D —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5`D SGL. STUD STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 112"=1'-0" HOLE EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD ENGINEERED WOOD TRUSSES- PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW :SHEATHING AND APPROVAL FASTENER SCHEDULE" (1)SIMPSON HETA16 TRUSS ANCHOR WITH NOTE` A PT SYP #2 2"x 4", (9) 10d'X 1 2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY' UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS ' 4" x 2 2" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 2x WOOD FASCIA (2) 2" x 5" TITEN HD TO CMU AND (18) SIDS 4'x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH " GALV. COMMON NAILS. (2) 2" x 5"TITEN HD TO CMU AND (18) SIDS 4" x 3" lx2 SECURED W/ 10d M SON'RY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV COMMON NAILS BEAM SEE ENSURE THAT CELLS ARE GROUTED SCHEDULE 12" O/C, SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) BALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT =, 8885 LBS (2 PLY MIN.) T TYPICAL ROOF 2a 2b 2c GSCALE: GIRDER 3/4" 1'°" - CONNECTOR(S) � NOT USED go NOT USED 6-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 W/101OdTO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" 1 x4 D IAGO NAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-0" O/C J —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10 -0" OIC MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRAKING 1/ G 11 V SCALE, 3/4 =l'-0" 6-N-0-LUSED (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA. SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCAL THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=V-0 Reviewed for Code Compliance nlvarsal Engineering sciences 2194 H WY A1A, UITE 301 INDIAN HARBOUR BEACH, FLORIDA 3 937 PH: 321-802, 3591 www.abdes;igniroup.com AA #: 000�325 F W y U r 0 4 CDi 4 r F qrg 4 " ' B SUDIV. & LOT: , CREEKIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1 MODEr. 4EB "1828- ALI" GARAGE SWING: LEFT PAGE: DETAZILS ARCHITECT STATE OF FLORIDA MAY 2 7 2b20 3ICHAEL C. ANDERSOI AR NO 17305 DATE: 05�28/20 SCALE: 1/4»=1'-011 SHEET Sao I PRE-ENG GABLE TRUSS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802}3591 www.abdesigngroup.com AA #: 0003325 r ARCHrrECT- STATE OF FLORIDA MAY 2 1 2�30 11CHAEL C. ANDERSOI AR NO 17305 DATE: 05/28/20 SCALE: 1/4"=1'-0" SHEET S3.19 ARCHrrECT- STATE OF FLORIDA MAY 2 1 2�30 11CHAEL C. ANDERSOI AR NO 17305 DATE: 05/28/20 SCALE: 1/4"=1'-0" SHEET S3.19 ggqpqpVpQ PQQpgpgqQ VTCR SPACING (1) AT EACH END gPQpgqqpq q 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. pgpgpQQ (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 \ COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE �, gggqpQq'q 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS QQggpqqqp (1) "X" BRACE @ CENTER "X" �\ pggiqqqqQ plllppppp (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) )10 Q C PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR -_ DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA — -- CONNECTION PER ZENGINEERED SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W1(3) 16d WOOD GALV_ COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN _ 12"O/C Z AND APPROVAL SECURED W/ (2)12d's @ PRE-ENGINEERED MASONRY BOND BEAM SEE SCHEDULE EACH TRUSS VALLEY TRUSS CONNECTION GABLE END PRE-ENG'D TRUSS 1 SCALE N.TS. ETURN SCALE W/ HIP RETURN for Code ®Reviewed universal Engine" ,wiences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W Ell ra RQ 0 H 4 V W 4 F A SUBDIV & LOT: CREEKSIDE PHASE 2 LOT #70 PROJECT# 04321.200 070R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C ARCHrrECT-. STATE OF FLORIDA MAY 2 7 2020 MICHAEL C. ANDERSON L AR NO 17305 I PRINT DATE: 05 28 20 SCALE: 1/4"=1' - 0" SHEET ( Sae �_C GABLE - END HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 6716 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR a CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FND A ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" - PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 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 MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.0 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING TOP & BOTTOM EDGES ` J_ Q (n . zw z 0 EU 1e fJd 2 U DO L1 z ca J -i Q z o z Lu z TYP. EXT S Z U LL TO BE STRI BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 6" O.C. IN FIEL17 GENERAL NOTES: STRUCTL RAL DRAWINGS SHALL BEMUSED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITE TURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS CONSULT '. ARCHITE TURAL DRAWINGS FOR SLEEVES( DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRU TURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI REQUIREMENTS 318 1 BUILDING CODE RE Ir Q FOR STRUCTURAL CONCRETE ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD-FOII�`MED'STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 ANDAISC SPECIFICATIONS ALL DETHILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL 89 CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES. SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK,' ',.. 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING E RECTION THIS WORK INCLUDES THE ADDITION OF. NECESSARY SHORING, SHEETING, TEMPORARY BRACING GUYS OR TIE -DOWNS. THE CON rRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=160 MPH 3-SECOND GUST (ASCE 7 10 (FBC R2017) EXPOSURE C,RISK CATEGORY II) LIVE LOA S UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAG 20psf, HABITABLE ATTICS', AND ATTICS SERVED WITH FIXED STAIRS:30psf, BALCONIES (EXTERIOR) AND DEC S 40.psf, GUARDS AND HANDRAILS: 200psfr GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE ARAGES 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP :)RAWIN(; REVIEW: SHOP DR WINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIA qCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOE? DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUTTHE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING Y THE ARCHITECT FOUNDATION/ SITE PREPARATION: FOOTINGS WERE. DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVAT}ONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY. OF AT LEAST 95% OF THE MODIFIE[..�3 PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETIOWOF SITE PREPARATION EFFORTS.. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL NICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE CONTRACTORS: EXPENSE AND AS DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THATTHE ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314". PROVIDE 6% AIR ENTRAINED. CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, FORM -WORK - FORM -WORK, SHORING', AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING,. FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR - 36" #5 BAR - 30" #7 BAR 42" PROVIDE 36" x 36" CORNER BARS; BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. .. ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 51TMS402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR .IN-WALLCOLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476,.AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. - TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS. OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL.CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 5.X BAR NO. (48 BAR DIAMETERS)., U.N.O. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS SILLS ETC. SHALL BE. SOUTHERN PINE NO. 2 OR - BETTER: Fb -.1100 PSI AND A MODULUS OF ELASTICITY= 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN Y,' OF HEARTWOOD. MINIMUM NAILING PER.FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: 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 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446,. GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA.BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR. LOWER ROOFSIN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES. FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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 PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. MINIMUMIDESIGN 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, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS I 9TH EDITION,. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, 2,5d0 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 3,0�0 PSIREGULARWEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE .SLOB, COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE: COLUMN BASES SHALL BE ASTMA307 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 A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL - CON CRETE.PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TO THE ADDITION' OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE''ISHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 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.IABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE. CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE' ? H REQUIRED 'CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B. FOR CONCRETE EXPOSED''. TO EARTH AND/OR WEATHER. In 'II V2' FOR #5 AND SM '.L i9 ULj Z z Y U Q U J =o cn � m = W Cw7 zago � U Lu z C LEIUC d RING SHANK GUN NAILS 12" O.C. IN OD2' U H U FIELD or 8d x 2 1/2" SCREWSHANK O PNEUMATIC SCREW -NAILS @ 12" 0. N Z ob Ld ifl FIELD Of . z -o I L 00 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS AL ER 2" FOR #6 AND LARGER.'. C. FOF CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS WALLS AND JOISTS. 1-fl " 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 �^ lx2 PT FURRING TO CASE HARDENED COIL OIC GARAGE DOOR BUCK 114" CIA. TAPCON MASONRY 1 1/2" EMBED., 4" END DIST. MASONRY / CONC. NAIL 1 lf2" LONG 8 TO MASONRY/CONC. NO. WASHER FASTENER 8" O/C 1 1/2" EDGE DIST. r SGO AL. EXT DOORS CASE HARDENED COIL 9" O/C WINDOWIDOORI FASTENED GARAGE DOOR BUCK 172' CIA. Wl 4" EMBED., 4" END DIST. I iX PT, SEE NOTES NAIL i 112" LONG. STAGGERED INTO MASONRY/GONG TO MASONRY/GONG. WASHER EXPANSION BOLT: 24" O/C 3" EDGE DIST WINDOW BUCK CASE HARDENED COIL 91,O/O WINDOWIDOOR/FASTENED METAL STRAP TO I CONTACT THIS. ENGINEER FOR SPACINGlx PT, SEE NOTE 6 NAIL c STAGGERED . INTO12" ASONRYJCONC EXT. SWING DOOR (2)13f16'"DiA TAPCON EMBED, 8" END, ON-BEARINGNRYICONC WOOD L2"" EXPANSIOREQUIREMENTS 4" EMBED, 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER' DIST, 1 1/2 EDGE DIST WALL TO CORD. SLAB W1 WASHER BOLT O DIST., 3 EDGE DIST 2x PT WINDOW BUCK 0.138' PAF x21/8" 9" O/C D. 4" ENDIST, 1 12" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST, NOTES 6I NOT Reviewed for Cods 1sPLES SHALL. NOT BE USED FOR ANY STRUCTURAL APPLICATIONS Compgarlce 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING. DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA a°D` 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED r Universal c" sclericecn 4. PAF SHALL BE HILTIX-ZF HEAVY DUTY PINS @R 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 WIPE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, lX MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONSOR PAF TO THE SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 3�937 PH: 321-80Z3591 www.abdesignkroup.com AA #: 0001325 ARCHrrECT- STATE OF FLORIDA /, MAY 2 7 2020 ICHAEL C. ANDERSOI 1, AR NO 17305 PRINT DATE: 05 28 20 SCALE: 1/4,,-1,_0" +=11: lll a% ails S JL V I �y µ ; t FI.t�IR,MA PRODUCTi REVtSdf Nf)(PlRAT°rON !. FL nr R+t'sarrsd-Lade; A:PPROVALREVMON PAn i Prattutt p : t t t f'k14621,1 B€ R4 hL20461.I7 fill RIO f2t' I1tr1W t. f; 301/2L20 .Swiqg door $' l wimloyf' Planning & Development Services Department Building & Regulations Division Procitt tReviewAffidavit ARodet # # Manufacturer Glass Method of Attachment�ur4dtn� a�� fit? 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Eight 't adalYlonal tipco3s top ono botlawn required I3ontontslly, One Midspon vertically each : t r?r! 41rQpa'ct ,yttje,- hmtall pe? manufavturerV Bk i33Y33Tx4?nilez� PZ' e>1re37ik`.r?Y?D,. Iq'ft'� Ty' 1.. '1f U` STY ifr$ Ej,l.,{} €S' rmix, frt'.BY3'bL3yner , 14" q," t iamb, Sar head / sill. 1 VW, erribeizhmat Tim f. 3; its" er 114" E!W rOMPEW Patin Lin anchor. i .t-Fy'aa frott2 i:xxrl' m' a 1/2" o/c at ; t?n'b" 10 1s°2' ` @ head } well. 1 2 4" Pmbedmenf: ;Viw adt.lttomal tat€scan§ Fxlp and Wino?) tvgotted hoTAcx)Vfl1yAw* midsvar s�Fii�ai€y Paean €Fuse>aiat e3 15 air e. 4a Full of t t Fria fi3c£trat roe; awL rt FY d rer unfit€ e t t5, t t ;) ! S'4t1 $etQ" CYSi1E:7E>rh' £a.fs83 ETtti3313'1EFfYt"FlPd? i13itlt7f:p. F":Yta3x nfCfrom comer;i and 20 3a14" mEa-x oic eiseavhare, teyp; vertically er d d}nttoPr, 2 112" mF n e£nlaedlmert. Non Impact l r q�pncrete gcm'aV ti" edged f'mr4a ;t € stall. 4" edge diMmre jamb, 4' tr;tch side of transonseenteflrne tat huektrg. Fa' atemf spaola g @ 1S" tof'c max. @ head arm jamb, i NVA aNE'at-s. embe+lmtntof all aechors to be 11,?4:` (£3f)1S 47), i*47) (47) •. � .... 7k:" XX : 3/ ' £'i$dl sjeeve? fchors 6" from fmd3 22" 0c Nu A 182q V 05i (4sfiS P (421 l tz;e gaivandx+?E£ {TrnC Ccsi?tndt rsx?firr t nails, 't�i u't %2 .�€3gp.`, vaf#h et tpast..�18" efla � 'd ddi€r r dnnl? d"rzcttagfr Yr;+ pen etrafe tl'rrsugh Fki'�'aY,uo d or 3I4,, into ktoariu4 1}Se 4 mails Per E is shay de late S .l;t s" zib e the butt a edge, app?ac 1' kmd 11" from each end and 1r'7 ; ?41'1A ,i113(3Ara each ftft€➢&t- i3FidFe naFls stt;aERht Sx� that r";Fil. head iS fl'ubY1.4L£tf3y E���t FaSit"att E'4,R$Fii$' 106) d 47) r N/A itrdtE) shlstRlEa sUCia E•F, j i a . fyflri4.57id .)Erie' alapreaveti ::r,7€T£t'SFs`at} FY§IStFtnt t1F, ci3ps. and 12 Ra, 1 1/4a al3ntAm rdaif I ;shank Panls spaced 60.c" at all lap', Indti"remt rtaggaatd FGE�'C fastenel tee'" 5C'c 1.n lbrii N/A' ,field, Posltlon Vent FNalg e t*'St e'ath ttJY,dgettetu s733FTRle,;=. of geed v# o%- ,j3k nmi4g, Apply A.rjT.`dd`F ,D dl fj. Or ASTNI D 14W, Type d mcftng rernetmjrna tic to the unders We of BfSEa wept Flange at fxaid the inst fw ane Mtside toe ridTe tar and to ctcYtlt¢un sly stm,o Fnd and seal the flcEr ge Sl tt'de' the top and side flanRe x of the Vent unedt m.eath the shntgfes am q imv the t ttatf flange to lie On hip of the ,.hV!rt&s, Attach the eBlt weft ga3var ixeti t zorsta Erie" stee„ Sr1i"§f6ng nak h1viog a Min 12 ka shank, n`Fln 3/A" ddarf?eteY tkcuil af4 ,uffif4mt langtb to pelletfe4Fe rl.rt gh the heathlr;g IN• )g shamk n.3ids sf all be lire f in Abe HV0,Z),' 'Afs she'll be dr'ated 1" trot+the edge u'r the f1'nPg? and 8 O'C' atdxl'g 'Al = K/A jour sides of the writ' All expoeed f<astenef� shall be seafp'4 isff£h roofing N/A I ldfA ,Ce3r?eni,�fria3,tir. all r00aped shingles shall be adlte+Fred dota'n taut foof IGet'Fyc:3Y€,tare tic:, f3etef tar eFF}d fetddtx,>r Al- lb'I3nuft}Gilt:er'� Rrtstalla.tcx) drt<:rruetliif}, Fj(ifs' '',i 'is mtme pom Na for Er£ors, OrCSStpf},c•. or Fnteijintattt3ns of t4his lmulfation k'teiht£}Cd, % ply RootinE SEaalast on all warm iremde the Raraf Collar. ;Apply Torah m. Sealant i;tiL;FrFg all 14) sat'fes of the bottom of the Vera Hashing, N-aall ir" locatiw ulkler siihmgla.s to Yon f 4ev3e t isswn Eaase Fier$ to Decking wing 1 L"V ;Emg Shan' itialls. F ,fsisTF.m i$ w Flange i+JAI) Fiat) ea eprneB t:" I" imm, edge, fssti'r3 etaE•h Side of 3am"e r (Flange using 4"31 r riles 5paceLd nprt}'trsxl 5" aputand i" fsclttt edge. `•astefi Top and: aS attovrt ta'.Bng;.gj mails spared a nominal S apart d'srd 1" ffoon trip,•: fof as tonal of 2.2 la/A r tFi€*: Stai ail seanxs and rail heads and ford r. shingles. RE3f r to and follow ALL -N/A t#1A. iif§Sif i"ua ('rt3YF`S1 r.ti$k.^vlfe$f3i1Y' iE?YtD'ucijort , ,AOR is ties fot, � ifnl , ar lntcrixiUticona of thi < ins tailatim Meth kl fAOR Fs not res Tica}sdhle fro g rsors, iGrm,°iiwY : or (f3taitiR'£`CgX$'t;4ifEinS of tt`iis imt-allation Wthod. l m ariform Sdiffg, NVA r€.2 814a1-X ? 1 33: ) I i 3€1 as 1477:i) 1I4E' x 20 stainless steel orfLtO Minirmm embedment 3"4' in Pdurricane Storm cocreie ? marry ry, 2 1/2" sn€rt. edge dsstatfce, 17" etc max, span% Can l e header§ t i 24 GAGE N/A rrkta ae att Pl road us u+fF avast ntzl� ,`vtfA + Gr- 20 P;s,f. pwmt MPG, 71?0-€) LomInacl l4i male Panet?i Hwfkane Storm. i2J31f`2it13 24 CAGE t?' 'S(Rin Qt mr3re pa35el 3k�t3:. ! a Ztf S], 9?"'m 5tV/2420 W4i r ! thitl 3 `uef she?^sE a _...... It 4" C staff€ tc 5s steel ar i i c t7 t aneln7ate with rn rinHlrn errl?.eti?Ytent 1 3 at' 'sn f cpr creFe j maxasoruy 2 Ir`2" min, edge Ed'ss tanf,e, 12" 0/f, r x: st ar.'srig. Can he Poe ;rded flgA tj[tew car ,3t1 rhteadd Wt mth wing nuht t N/A � .� �, � 20. p,t,t, r lnttait per rn.anufacturet rtcomme ,dell re4>a€re!rEeBots. WA fsda Paid . ......_ ......... ._1...... lil ;:'., 'x..szrc;'rrFtYlFaaFaFaaFaaFaaFOFllr ONT QL DDATE. 3.920 5.15. APOLLO BLVD... SUITE 202 Pal: 3218802 3691 www.abdesigtigroup.com AA :0003325 M..+tF I-FUCIEli C0 t" NT MASS TE1 R P PROJECT# APiV.I�x�,r". EXPRESS T�TE gry� 7�� 0 3 � 1..Y Y �..� L.i...F GARAGE SWING; fr�ia!�sll1=�y Al