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Home My WebLink AboutBuilding Plans• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, ;LLC 551 S. APOLLO BLVD., SUITE _202 MELBOURNE, FLORIDA 32901' Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. -'s r - 1 7 0 III o 2� c ��,a1.� __. � Wit. u Tel= (321) 733-7092 � 3 2733- 772 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, OTH EDITION (2017) *AIL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC FIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING 1828 SQ- FT - GARAGE 430 50. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.9 CU. FT. ABBREVIATIONS REVISIONS ASV. ADJ. ALT AMP. 13D.. CT. CATS. cu". CIR. CONPL CPT. C.T. DBL. D G DIA DI,M. DISP. 1 DP. DR. i as. ' i U'I'L D.R'. EA. r.11F.V. E.G:- CXH. EXT. F G./FX F.G. FIN. FLR. rT.UOR FR. DR rTG. GA, -..i . GAR. PISP G.P.L. OL GYP I}D. H.B. I H C HDR ' HGT. OR HT INSTIL. TNT. rA13OVE - AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER L NE . CABTNTET CEILING CLEAR CARPET CONCRETE CERAMIC Tll.E DRYER DOUBLE DUAL GLA7.ED DIAMETER DIMENSION DISPOSAL. DEEP i DOOOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS '.-FUEL GAS FINISH FLOOR rI UORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL .GROUND -FAULT CIRCUIT INTERRUPTER GLASS ' GYPSUM BOARD ' HOST. BIB HOLLOW CORE HEADER - HEIGHT INSULATION INTER TOR ''.. LAV. MUM. M.C. MFR. MIN NE7 MTD. MTI_ O.C. P.B. PH PMT PLYWD PR RT. R RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG SHWR SI1AI. Si_ SL. GL. STD. SWS TEMP..: THK. T.O.C.. T.O.P. T.O.S. TYP. IJ.N.O, V.P. W. W/ WD. WUW. W/H W.I. LAVATORY LUMINOUS .. b1EDIC'INE Cr1F41PFET MANUFAC'TURFR . •MINTMUM METALTHRF.SHOLD MOUNTED METAL ON CENTER PROPERTY LINE PUSH BUTTON' PHONE PLAIT PLYWOOD PAIR PRESSURE TREATED RISER RADIUS ' '. RETURN uRGRu M REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE, DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLTDING CLASS ' STANDARD SHEAR WAIL: 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 - NX 01/16118 CD�S ISSUED -----.----- --- 4 04/I8 ..__ __-. 2011 FBC UPDATE - - -- ---- 0146/18 - CD'S RE—ISGUED .__--_- ---_— --__—. SIDING ELEVATIONS ADDED -- - CO'S RE -ISSUED FOOTINGS REVISION PER M. BOILS � CDC$-ISSUEDD. -- 02121AS 03/26/18 04/19/18 06R1/18 02/19/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) — --- 02/22A9 PLAN MAINTENANCE I REVISED LINTEL SITE AT FRONT ENTRY POOR 03/28M 04R4/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATWN (MELBA 04/24A9 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELB.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/61JA (ORL) 06l12/19 ADDED LED LIGHTS is KITCHEN 4 BATHROOMS PER MARK BOWES 01/19/19 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09AI/19 ELEVATION 'G' SIDING -ADDED LOUVER ® GABLE ROOF _ INDEX OF DRAWINGS ARCHITECTURAL SHEET PG CS —COVER SHEET PG GN—GENERAL _.NOTF" S PG Al —FLOOR PLAN PG A2C-ELEVATION "C" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG MI-HVAC PLAN PG D1-DETAILS PG D2-DETAILS PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WAIS-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNI-DETAILS PG PAT -PRODUCT APPROVALS DESCRIPTION DESCRIPTION By OR NO 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 -. MR UBDII: Be LOT _ �I CREEKSIDE h LOT #5.8 "ROJECT# 04321.200 058R1 " ODEL: 4EBB "1828-CALI" GARAGE SWING. RIGHT j .GE: ?' COVER SHEET 160 MPH EXP, C OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 bM3I01V ]PRINT DATE: 10/17/19 KEPT ON 30B GALE: 1/4" = 1'- 0" r•- GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1 REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL A. AMERICAN INSTITUTE OF (STANDARDS MANUAL) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL SSONSTRUCTION B. NATIONAL FOREST PRODUCCTSTS ASSOCIATION: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. I NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE C. SOUTHERN PINE INSPECTION BUREAU: DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE ARCHITECT. NATIONAL DESIGN STANDARDS FOR LIGHTMETAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) 3: D0 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. A - THE ENGINEERED WOOD ASSOCIATION PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL 1. I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE o LAYERS AND COMPACT TO 95/a MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON P FABRICATION OF THE WORK.PLANS. 5: THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT : SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING k 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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. I 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER., 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE 3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH'/z" AMAFLEX, ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 4 SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS ETC UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5 ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 1. GARAGE DOOR DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 1 A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2)AS MODIFIED BY TABLE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES I DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE IN,STAI-LED, PROPORTIONED AND MIXI D IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926 &ASTM-C1063 12a. LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R7037 1.•ALL STUCCO APPLICATION DETAILS; INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 ANCH -TYPE;X GYPSUM BOARD OR EQUIVALENT. ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS UP WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SPORTING THE SEPARATION SHALL ALSO BE `" ' l" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN''/z-INCH GYPSUM BOARD OR EQUIVALENT. 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 -11A AND R703.7. � 4 FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION >I &. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED rl,'40",~ ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION I 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. EXTERIOR CEILINGS 1: EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), 1 { 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S U313DIP. 8e Lk CREEKSIDE ILI LOT #58 i PROJECT# 04321.200 058R1 ODEL- 4EBB "1828-CALI" C.vARAGE SWING: RIGHT ra GENERAL A NOTES 60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSOs4I AR NO 17305 PRINT 10 17 4 T�19TE- / / SCALE: 1 /4"=1' - O" CONTROL DATE: 07/23/19 (CM) 3 WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMP ° REQUIRED" INDEX' TEMP 42 NA SEE suRvEYj NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 12'-W 3'-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) 30 2-SH (2EGRESS 3052-SH (F . ---------- LIVING - LANAI ROOM e'-s' CLCs W-W G..fs. .9 I 10'-01 11_0. 606b S.G.P. e OWNERS SUITE i DINING ROOM B 2Xa W-s_ CLCL AI =I I 4'-4" 6'-6° �I -lm' ,47 _ 1 V. 8 j tt IR-ISH WC. 4 ® m — - — - — C. ? OWNER'S C7 ---- — — — — ---ry a BATH V. f b36 ro NI .G. W.I.C. V-8' GQ cI �I :8'-8 G.G. ,y- ® O. >, I ro C. V. . — IOPTi I I m ,41 S6 x60 F i i V DJ. HWR PAN 3— = b24 SI IR-1SN -- 3-S -0" 2' 8 l9 11' -0' 9'-8" w.. 2.g AI KITCHE N N 8'-8' Gh 1 (K I 1R-ISH C LAUNDRY „ �I PAN. 2!-4I 6'-01 5'-Se 0 3 RANGE B 6 8" ` — — — — ARCH u - 3-6H O V. ry,� I 11 BEDROOM #4 on DEN EXTERIOR MASONRY WALL BRCS. HEIGHTS 6 t 8'-8' BRCS. 10'-8'BRCs. i 11'-4' BIG. SQ.FT. CALC_'S LIVING: GARAGE ENTRY LANAI 1528 SQ. FT. 430 SQ. FT. 16 60. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15-120.9 CU. FT. l�p . p.. AND TYPE FOOTAGE ZOPE 160 MPH 1M�D M�0 RBrIAPoCS V, I MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42"-r DR. MIN. CRITERIA I S.GD_ MIN. �2 5 30/-3� CRITERIA 80-10 01 56 5 32B/-38.0 Y� III O.H.D. 112 5 30.9/-34A SOFFIT N/A 5 31fo/-38.8 I: -6829/ IF ROOF TILE N/A 3 -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t O.1J3 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. rlwnn neT: (MMona N � TOP PLATE ry % C. v 2�_8�� 3' 4" 4'-0" —III-all LAW 4 — BAI DETAIL ro 11, _011 Lu BE8DROOM#3 �•e m �a �@ I �RA� MT. 36' e o2 ____ F 22'x54' � ATTIC; — C.%LAVl — L ACGESS J BOLLARD Q — AS REQ.PER BLDG.IB12 @coDE 77 LID BATH #21 h Ks pp// — � Nl DIM. VARIES 9 r _ C GAR GE r x CABLE. ISM S FOYER -A BEDROOM #Z e'-e' G ry,� c0 3068 W/ 3 _ Z'IT. TRANS. ¢a . J owlENTRY I -W QA ka� .�,� � � � �, WARCH DTL. r? ( GALE I/2 I'-0' 2) 3052- SH I a EGRESS 16 0 X7 0 O.HD. _ � � � L•J S i c y . _FLOOR PLAN 44..10' 2" 3'-10' 3'-10" 2'-8° 16'-01, fN C LI- FR SCALE: 1/4' = 1'-0' 10*<0�4W HW1 ROOFS 141-0" 4'-4" 21'-4 NOTE: - 39'-8" -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. a ai a+t +L�1 €r� Sava ;.#I `: ata4. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL Nat-, <3 •• .1 s .; s:a Ali ka >a, BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 JKIOURI 17, MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT t° LlPn r-T A ce rtAnni 11F. 7nNIF,%,LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 551 S. APOLLO BLVD., SUITE 202 :LBOURNE, FLORIDA 32901 PH:_ 321-802-3591 www.abdesigngroup.com AA #: 0003325 �s N U w a 7CREEKSIDE #58 PROJECT* 04321.200 058R1 MODEL.• 4EBB _ "1828-CALI" GARAGE SWING: A RIGHT ' PAGE: I FLOOR PLAN C 80 MPH EXP. Q, ARCHFEG R STATE OF FLORIDA OCT 17 2019 MICHAEL ANC SVCyr". AR Ic,l� 173U5 ATE: 10/17/1.9 SCAT : 1/4"=1'--t " t-IEET Al 111i;®PY EQUAL EQUAL EQUAL EQUAL ,, " TO CONTROL JOIN TO CONTROL JOIN TO CONTROL JOINT TO CONTROL JOINT - - — - — - — - SHINGLE ROOF _ 13;, 6 DECORATIVE FOAM DRAIN TILES W RAISED A 2 BAND (TYP.) 6 — `s{ 7B 1 15 S'-8" BRCS. HCaT,` q WAI ' - A WAI A 11-0e 16'X60' FYPON I I 4 DECORATIVE WAI — SHUTTERS OR 4B 11E 0 4 - EQUI VALENT "q WAI TVP 4' RAISED I I A 0 BAND (TYP.) 0'-0" F1N. FLR ----- -- - --- -- -- - - FRONT ELEVATION SCALE: 1/4 = I'-O' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT o+/-19'-O" BLDG. HGT. 4' FRE 17-E BAND V-8" 8IR5. H4GT OPT. COACH LIGHT -0" FIN. PLR. 8'-8" BRCS. HGT 1_01, 4B A3 TYP. I I d I I r 0'-0" FIN_ FLR' I I c OFF RIDGE VENT 'REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 0'-0" FIN. FLR. - --- — - — - — - - - - — - -- ---- - --- -------- -- RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH BRCS. HGT 0'-0" FIN i OFF RIDGE VENT OFF RIDGE VENT —o8'-8" BRCS. HGT. I1-011 01-0"F1'N. FLR- o S' -S" BRG. HsT: I - - --- ----------- - - - - - - --0' O° FIN. FL-R. LEFT ELEVATION SCALE: 114 = P-0" TEXTURED FINISH 5'-8" BRCS. HGT 4B A II II _om'-m" FIN. FL-R. ®�e DECO. Dru. A SCALE: 1/2 = P-0" MODEL 1828-CALI-4EBb AREA OF ATTIC _ 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450/300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176' IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT(net free area) TOTAL#OFVENTSREQUIRED = 3.41 TOTAL#OFVENTSPROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUI RI 67.20 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #. 0003325 o � p bW k g 3 a� G q 017 DIVPw IADT- r CREEKSIDE LOT #58 PROJECT# 04321.200 058R1 MODEL: 4EBB "1828-CALI" AGE SWING: RIGHT .A.GE: ELEVATION "C" 6,0 MPH EXP. C iEC STAATE ORCFiF fFLORIT= DA OCT�1 7 2019 ICHAEL C. ANDERSC( AR NO 17305; DATE. 10/17/19 SCAT :1/4"=1'—G" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPEAULl INTEMP R (TAM1111I ER INTERRPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER `t4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT © LED Cl LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE PRE -WIRED VENT. FAN I CFM PER SQ. FT. VENT. FAN Will I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4ES FLUORESCENT WRAP LIGHT AROUND AROUND (RECESSED) ® 4ES FLUORESCENT LIGHT 2-BULB WRAP A ROUND (SURFACE MINT.) 2' FLUORESCENT *FLUORESCENT 4' TRACK LIGHT ® PANEL METER BAIT" OSMOKE S.D. DETECTOR W/ HARDWIRE D WALL MOUNTED MATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BAIT. BACK-UP W/ S/CO CARBON MONOXIDE/ SMOKE DETECTOR COM50 HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE O° NOT LESS THEN 4' FROM WALL PENDANT LIGHT �. NATURAL GAS OUTLET ® TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRE OJ_MOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUG4 FOR P INSPECTION j 24' INCANDESCENT LIGHT STRIP pno 36' INCANDESCENT LIGHT STRIP .I 40' INCANDESCENT LIGHT STRIP o FLOOD LIGHT OPT. SECURITY KEYPAD F.B. PUSH-BUTTON FOR CHIMES �--�+ USM PORT • LOCATION OF TV JACKS ! 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) E NEC 21012 2014 EDITION 20 AMP DEDICATED LAUNDRY CIRCUIT. ' all • ISLAND NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL ' BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY O= 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6114 EDITION (2011). • 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 (2017). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR 6TH ED (2017). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER P.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 '\ J V11 L' J-BOX FOR I PRE -WIRED A OPT. FAN \� GFII CLCx FAN / — PRE -WIRED DINING if Cl FAN ROOM / _ I \ S/�\ \ SWITCH IN OR OUTLfft- - - - �f'� LI CABINET BF I � I 0. GFI — /GFI BATH +" IFI= OFrl REF' b I KITCHEN LAUN., „ vP L PANS_ ��_- .�� \ wl ' \ RANGE I ::. GFI GFIpIRV= 1T------I I F BDRM4/ �\ Dd HOOD WIRE �q OUTLET FOR U �d FUTURE MICRO I / S 1 / 8- P S/ O '' RE -WIRED �L \ CLG FAN BD— RM.#3--` 1 A/C' \ II I PRE -WIRED GLCs FAN Pl FOR 44 AFF- ($44 AFC. T WH IM GARAGE III - 1 DOOR I \ I _ \ L- ZSOLLARD Il \\ AS REQ. WALL MOUNTED PER EsLDCs. ' LIGHT W/SWITCH IN GODS 1 BATH #2 ® I \� ATTIC I IS/GO I � C GFI CLG. / (D / KEYLESS OUTLET BDRM #2 FIXTURE z FOYER d p- �� \ \ IRRIGATION ' OUTLET a ENTRY GARAGE 48' AF.F. CFI PRE -WILD � �I / ' CLG FAN / / I CHIMES — — OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' GONDa METER FIELD VERIFY LOC. LED LIGHTING LED LIGHTING � DOUBLE LAV. 06) SINGLE LAV. OWNER'S BATH m BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE III 6tH EDITION (201.1 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER 1L ;f)Lvii� PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-I/2" DIA SCHEDULE 80 1 CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 362/0 CU, THUN � 1% CU IN 2' CONDUIT OR 3 14/0 All THUN i 1% CU N 2' CONDUIT. (CONDUIT TO TERI11NATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A1tP MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP D/240 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRAw-r EimlH9'1ENT 1 04 CI-U SERVICE GROUND CONNECTED TO CLCONCRETE ENCASED FOOTER STEEL PER � VISIONB OF THE FBCR 6tH 5/8" DIA X 8 Fr LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U w O F U4 w 4 h SUBDIV. ee LOT: CREEKSIDE LOT #58 PROJECT* 04321.200 058R1 mol:)EL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 60 MPH EXP.11liiii�C ARCHrrECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 17 19 SCALE: 1 /4"=1' - 0" SHEET El FILE COPY Ifni pu IA 1-Ru lAi 1u. i I PLUMBING PLAN SCALE: 1/4 = V-0' VTR KITC14EN SINK W/ M I/2 �� I21 AUTO VENT � 1/2' k-I-1/2"I ,1 J 1/2' TUB`�I�f V '�'�i IJ ILAV 2' VTF 1 1/2 1 1/2' W11 C ��1 1/2 -2' LAv >I I I I 11/2 1 5HLUR 2, L I1 WASHER ' 4" co 4' TO MAIN PLUMBING RISER DIAGRAM 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 `a u, c SVBDIV. LuCjo z.` c CREEKSIDE LOT #58 ,PROJECT# 04321.200 058R1 MODEL: 4EBB m ma•ss�ARCHrfECI STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 ATNT 10 17 19 SCALE: 1/4"=1'-0" STREET P 1 r F W & U W O F 4 U h W 4 F A E: ti SVBDIV. 8e LOT: CREEKSIDE LOT #58 PROJECT# 04321.200 058R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: HVAC PLAN 60 MPH EXP. PRINT 19170 DATE: 1/ / SCALE: 1 /4"=1' — 0" SHEET ml m PER AN FLR PL I/2' CLG. 1 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLR 2X4 TOP PLATE 18S 2x4 WOOD STUDS 624' O.C. SLAB NOTE: STUDS 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—BRG. SCALE: 3/4' = I'-O' t 11 I A l I Y ", .1 BOND SEAM SOLID GROUT W/ (1)- *5 (2) COURSE i CAMX AND REAL `GAS LNE NOT CUT I J' PVC SLEEVE FOR GAS LNE BOND a' cmu art CIA' '. NIL. oD. 3ARS UVOO E17 2A'�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' O.S.B. SHEATHING 5/8' GYPSUM BOARD OR J' CDX PLYWOOD OR 1/2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD PER ELEVATION-- PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE m PER ELEVATION 2x FASCIA PER - ELEVATIONS ou I - VENTED SOFFIT �R-4.1 INSULATION WINDOW ATTACHMENT J V— AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS A 24' O.G. 1/2' THICK, 2 COAT PORTLAND Ile,8' CMU CEMENT PLASTER APPLIED I 1/2' GYP. WL. BD.---------- DIRECTLY TO MASONRY I ,�- WOOD BASE 0'-0' FIN. FLR - FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �0`-0- FIN. FLR ti W WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LATER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:P OR GREATER, (1) LAYE'R UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 675-1 2B GAS LINE THRU BLOCK D1 SCALE: IR'.P-O' FIBERGLASS SHINGLES OVER #30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON Is O.S.B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1_m TYP. MTL. DRIP EDGE o.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS i 1/2' THICK, 2 COAT—L' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. 8' CMU ®m 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV.BTEEL - TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL - APPROVAL REG. VERTICAL TRACK BY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL AEG. 4 S' CMU SEE STRUCTURAL F01% REMFORGEMENT 2x6 P.T. Ilia ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT 4 SACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANUF.) OVER-IEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2' =1' -0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ -STIFFBACK AT ALL UPRIGHT PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD FIBERGLASS SHINGLES OVER 030 FELT PAPER OR Af SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �6' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER o, FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE Ti WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I-T l � Y R-4.1 INSULATION = 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED FERENCE DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING i STRIPS A 24' O.G. 1/2' GYP. WL. BD. - S' CMU �— WOOD BASE _ 0'-0' FIN. FLR.-- (A W WINDOW OPENING n TYP. WALL SECTION NO OPENING 1—STORY GABLE BLOCK WALL 9GALE: 3/4' = I' -0' 551 S. APOLLO BLVD., SUITE 202 YiELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d eSig i g ngro u p. com z, AA #: 0003325 F W w U w F ti r7 w O F A ti `iTBDIV 8e LOT: k" CREEKSIDE LOT #58 PROJECT* 04321.200 058R1 mo DEL: 4EB "1828-CALI" ARAGE SWING: RIGHT GE: DETAILS .j-80 MPH EXP. C STATE OF FLO lovi, r; OCT 17 2019 MICHAEL C. ANbERSON AR NO 17305 PRINT DATE: 10 17 19 SCALE: 1 /4"=1' — 0'1 SHEET I 1) 1 ■ SECURE 2xb MIN. TO BLK W/ (2))S'XB' A -BOLTS 4' EMBEDMENT MIN. 2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO SE DOOR 3R. IN JOINTS PRIOR TO FILLI E — I p SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SIDES: _ 2X(p GARAGE DOOR BUCK W/ (5) )j'X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'Xys WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS - PRIOR TO FILLING. I-2X6 PT BLOCK • CENTER OF DOOR HEADER W/lU)i'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'Xye' WASHER AND NUT. J NOTE B: J ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D SCALE: IR'. r-®' . 2X4= SECURE TO BLOCK W/ 31(1 2X4c TAPCONS (MIN- SHANK SIZE SECURE TO BLOCK W/ W6' .145 TAPCONS MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE 300 8' GMU i� WITHIN 8' OF EACH END 18 O.G. MAX SPACING. NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y49 NOTE: STRUCTURAL 2X DRYWALL 1'X4" OR 1'X2' P.T. NAILER MUST BE ON OUTSIDE 4 WITHIN 8' OF EACH END 4 MUST BE ON OUT510E 4 2X6 SECURED THROUGH 18' O.G. MAX SPACING. SECURED THROUGH Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 SECURE t0 BLOCK W/2-3i{b' TAPCONS NON-STRUCTURAL 3i(�' 2X6 ❑ TAPCON MIN. I-Y4' SECURE TO BLOCK W/2-b'NON-STRUCTURAL TAPCON MIN. 1-Ya EXTEND 1-Y4' INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK TAPCONS EMBEDMENT INTO BLOCK W/ %' TAPCONS MIN. HEAD SIZE .300 8" GMU (MIN. SHANK SIZE .145 IN.SHANK ❑ (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4') Yi DRYWALL MIN. HEAD SIZE 300 8' CMU MIN. HEAP SIZE 300 WITHIN S' OF EACH END 4 MIN. EMBEDMENT 1 Y4') J(�' DRYWALL MIN. EMBEDMENT I-' Y4 18' O.G. MAX SPACING. 1'X4' OR I"X2' P.T. NAILER WITHIN 8' OF EACH END 4 I, X2' P.T. NAILER X4' OR I 8D WITHIN ' OF EACH EN4 2X8:® ❑ 18' O.G. MAX SPACING. ❑ 18' O.G. MAX SPACING SECURE TO BLOCK W/2-%' J(b' O.S.B. X 4' MIN. 2X8� TAPCONS SECURE t0 BLOCK W/2-3i{6' POOR CASING (MIN. SHANK SIZE .145 DOOR CASING TAPCONS DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. I Ya') DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 ATTACH TO 2X PER EMBEDMENT WITHIN 8 OF EACH END 4 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4 ) DOOR JAMB OR WINDOW MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB 18'O.C. MAX SPACING. MANUFACTURES DETAILS. (DO NOT EXCEED Y4') (DO NOT EXCEED )4') NOTE. SWrM ASNEEDEP TO PLUMS JAMIS MO NOT FX=D); ) DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +T (A WINDOW TO " BLOCK +3/4 OR +5/4 C WINDOW TO BLOCK +1-15 6" _ WINDOW TO BLOCK +T SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 2X4= 2X4: ® 2X4:® SECURE TO BLOCK W/ 311 SECURE TO BLOCK W/ 3n`b' SECURE TO BLOCK W/ WW TAPCONS TAPCONS OR (MIN. SHANK SIZE .145 (MIN- SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 Ya') MIN. EMBEDMENT I Ya') MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X THIN 8' OF EACH END 4 WITHIN WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 O.G. MAX SPACING. 18' O.C. MAX SPACING. MUST BE ON OUTSIDE. 4 2XII SECURED THROUGH 2XE+•gm 2X6tm SECURED THROUGH SECURE TO BLOCK W/2-% NON-STRUCTURAL -Xb' SECURE t0 BLOCK W/2-3i(6' SECURE t0 BLOCK W/2-3i{6' NON-STRUCTURAL 3ii6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-4" TAPCONS(MIN. SHANK SIZE TAPCONS TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK .145 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. HEAD SIZEQ3�0 MIN- HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1,49 8' CMU WITHIN 8' OF EACH END 4 14" DRYWALL WITHIN 8' OF EACH END 4 8' CMU WITHIN 8" OF EACH ENp 4 Yi' DRYWALL 18' D.G. MAX SPACING. ❑ 1'X4' OR 1'X2" P.T. NAILER 18' D.C. MAX SPACING. ii DRYWALL 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XS:® SECURE TO BLOCK W�W /2-c,' 2ND 2X SECURE TO 2X8: ® ❑ 1'X4' OR 1'X2' P-t. NAILER 2X8� SECURE TO BLOCK W/2-%eI c DOOR CASING T4AP CONSCMIN. SHANK SIZE STRUCTURAL MEMBER STRUSTRU12d [END SECURE TO BLOCK W/2-V DOOR CASING WITHIN 8' OF EACH TAPCONS TAPCONS (MIN. SHANK SIZE:.145 [DOOR MIN- HEAD SIZE 300 4 6' TO 8' O.G. MAX (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1,49 POOR CASING MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN B" OF EACH END 4 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. IS' O.G. MAX SPACING. ATTACH TO 2X PER 18' O.G. MAX SPACING. 18' O.C- MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41) DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" WINDOW '' TO BLOCK +1-1/2" WINDOW TO BLOCK -1 1/4" _ �1 WINDOW TO BLOCK +3" 1 SCALE: N-T.S. �" JSGALE: N-T.S. SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/Y4' 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 )fb" SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1,Y4') - " DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. I'X4' OR I'X2" P.T. NAILER 2x8� ❑ SECURE TO BLOCK W/1-1/4' }ib' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 113' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. 81411T AS DEEDED TO PLUMP JAMH MO NOT EXCEED Y,') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" `S U�1 SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xfpx= SECURED THROUGH SECURE TO BLOCK W/1-1/4. NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 )�' DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2XS� 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 18" O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" Kal WINDOW TO BLOCK +3 3/4" it SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W sa n, F_ Fw N� a �a i rg @@ 8 SUBDIV. 8e LOT: CREEKSIDE j LOT #58 :PROJECT# 04321.200 058R1 ODEL: a 4EBB "1828—CALI" k� %AGE SWING: IGA RIGHT PAGE: s DETAILS 60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA OCT 17 2019 AR NO 17, 05 7�INTTE: 10 17 19 MA SK"aA►L.E:1/4"=1'-0" E b E 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT / r ~ PLASTER COAT CEMENT FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH P 9' \ WRB LAYER 02, FOR71FIBER Ij O.C. MAX (VERY.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH gib' LEG MAY BE USED TO TEMP- FASTENED all (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER 01, FASTENERS TO BE SPACED STUCCO WRAP + T O.G. MAX' VERTICALLY WOOD SHEATHING I OR 1/16' ZIP SHEATHING SYSTEM t�INSTALLED PER �MANIIF. S GS-) LATH SHALL NOT BE CONTINUOUS �' TO a 6' TO a' THROUGH CONTROL MIN- MIN. JOINTS BUT SHALL L� TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING 1.1.®R. ASTM GI063 �c PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE I ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOII \ TO WALL STUDS REQUIRED PER PLAN / "M" TYPE CONTROL JOINT OI. FOLD INWARD • FT. A OI. FOLD INWARD • FT. A 2. GREASE • FT. 5 FOl OI. FOLD INWARD • ® I. FOLD INWARD • PT. A F'T. A 2. CREASE • PT. B 2. GREASE • PT. D 3. CREASE • Pi. C 3. CREASE • PT. C 4. FOLD FT. C OVER PT. D TILL FT. C TOUCHES BOTTOM FLANGE ® ®FOLD • TT. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAlYfENT SHINGLE RDOI DRIP EDGE: OVERLAP 3, EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' + VERTICAL LAPS (ROLL ENDS) : 6' + HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / IM'N. LAP . META- LA-H 6- MIN PAPER LAP BELOW ONLY / I LATER r2, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: ® KIC KO UT DETAIL ® BOTTOM \/ FLANGE WATER TIGHT SEAL. FOLD, 22 yQT CUT. THICK, 3 GOAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CM) LAYER 02, FORTIFIBER �WRB 19UILDNO PAPER(FRAME ONLY) WIRE, LAYER 01, WRAP rn"-m ONLY) Z�!`A�F=AYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP URB A�25, I K' ABOVE SHINGLES (FRAME ONLY) e.,r - FRAME OR C'1U 44 .. - DRERIOR C(YLAII�I �aCl� \ 1E ' SxS WALL FLASHING a o J- FASOIA WRAP KICK -OUT 191-481-11 (SEE DETAIL) \ 0 WATERTIGHT SEAL (511 OR SOLDER DO NOT C1T) LATH VERTICAL LAP TO BE I - METAL. LATH I LAYER 01, STUCCO WRAP 1 MIN LATH LAP, 4"OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD NOTE: SHEATHING - -~ SIDE LAPS OF METAL OR ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF- SPECS-) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0m415-IN. (121-l'IM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (225-MM). AS PER ASTM C1063 78.1. NOTE: i' THICK, 3 COAT CEMENT PLASTER METAL LATH I LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR 7/11 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6' MIN. LAP LAP n LATH 3" LAP G PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WIC LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL t STICK ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES -1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF- SPECS-) OR -LUOOD SHEATHING OR CMU -LURE LAYER 01, STUCCO LURAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP Ji E TAPE OVER ROOFAUALL SCREED 5'X5" "L" TYPE CONTINUOUS GALV- METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" F'LASLIIN N.T-S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING t0 EXTEND ONTO PIPE 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 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 STEP 02 FLASI-ADHERING MEMBRANE NG WRB LAYER 01, STUCCO WRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER METAL LATH -- 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE GONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. NETFATION DETAIL DRAINAGE PLANE (UJR5 L)4�I'ER #1, STUCCO WRAF) UJR5 L)4�E1R#2 (F:ORTI1=IBER BUILDING FAFER) METAL L,4T�4 STUCCO WOOD SHEATHING OR -1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER 1 1ANIJR SPECS.) SELF-ADHESIVE FL)4SHIN - - NOTE: METAL LATH: LATH TO BE RER SECTION R-IID3.7.1 / 457-1 C-B47-0S, 111N. 2.5 LBS: FER SQ. YAIZD (UTILITY 05Z NOM IN)4L LATH DOES NOT MEET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 IELBOURNE, FLORIDA3290: PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE LOT #58 PROJECT# 04321.200 058R1 MODEL: 4EBB "1828-1 GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY LDETAILS 60 MPH EXP. C ARCHrrECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 PRINT 10 17 19 DATE: / / SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD IWRB LAYER "I, - STUCCO WRAP i X lj i X ,X, INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I BOTTOM 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS- E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, ya' CAULKING 1v JOINT ALL AROUND PER SECTION R103.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. X HOODED VENT X X j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING IRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCGO WRAP) LURE LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHINCx OR 7/16 II ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 5ELF-ADHE5IVE FLASHING - - NOTE- METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5TM G-84-j-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFICATIONS) rER VENT BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH _ WALL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER / UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH roll SELF ADHESIVE OVER TOP d SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP d SIDES A- l / NOTE: I/ IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AtK<MA I V I yl= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD ZIFY LOCATION 'I I'LY' STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM /11 t�A7 GTI,��II 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC- WIRE PENETRATES PROVIDE STUCCO 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 SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER roo MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC -1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD CONSTRUCTION { �� FINISH WOOD 1 FASTEN TO WOOD STRUCTURAL ' " MEMBER o 1' O.C. MAX 8' GMU' ye' TO V MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING —TEXTURED FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP CUT X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER MI 5TEf '*I APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 15TEEF 1* a 6 T E F 1*2 0 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T EE F *1 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP "5 STEP #e? OELECTRICAL RECEPTACLE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE. FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U w 4 w 0 F A �r SUBDIV. 8e LOT: CREEKSIDE LOT #58 PROJECT# 04321.200 058R1 DdODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY LDETAILS 50 MPH EXP. C ARCHrrECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON t a AR NO 17305 J r s"J' a DATE• 101719 / / SCALE: 1/4"=1'-0" SHEET 9 9 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: ' CREEKSIDE h LOT #58 PROJECT# 04321.200 058R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHffECT- STATE OF FLORIDA OCT 17 2019 = MICHAEL C. ANDERSON AR NO 17305 PRINT 17 10 19 DATE: / / SCALE: 1 /4"= V - 0" SHEET A3 M 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STIGK 1\ I\ I1 I \ I � 1 \ I 1 1 \\ \11 ) \1 \ DRIP EDGE -1/8" TEXTURED FINISH 1@ WOOD 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP Ya" FROM 5TUGGO, 1" FRO EXTERIOR WALL (FRAME OR CMU NOTE: NOTCH FOR 2X6 SUB BAND ONLY v )ELEVATICN- METAL FA 2X6 SU5 € Eo ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, I" OFF WALL �NOT INTO STUCCO) 11/8" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH 10 CMU i 2x6 5U5-5AND W/1"x4" NOTCH a END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP III OFF WOOD WALL. SUB SAND 2" OFF WOOD WALL 1/5' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER •i, STUCCO WRAF (FRAME ONLY) WRES LAYER °2, FORTIFIBER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: I IF ZIP SHEATHINC PLEASE SEE MA PROCEDURES PRE-ENG'D TRUSS TO SE GUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0' SCABBED TO TRUSS W/126 NAILS &"-8" O.G. MAX. 2x 5U5-5AND W/lY"x4" NOTCH 'w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL (9) WALL W/KIC K- O UT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y¢" ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/tYllx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -8 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. Ya." ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT -6 ROOF EDGE OMITTED FOR GLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w w U w 0 U4 a Ella SVBDIV. & LOT: CREEKSIDE LOT #58 PROJECT# 04321.200 058R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrrECT. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 r s A. a DATE: / / 1017 19 SCALE: 1/4"=1'-0" 1 SHEET WAS SVBDIV. & LOT: CREEKSIDE LOT #58 PROJECT# 04321.200 058R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrrECT. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 r s A. a DATE: / / 1017 19 SCALE: 1/4"=1'-0" 1 SHEET WAS o OD aD op Ln N FOUNDATION PLAN FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTLS FOR COMPACTING REQUIREMENTS. 2. TOP 6F 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.LJgNDICATED #5 BAR, EIINDICATES #6 BAR,MINDICATES #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 s OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS I 6x6 W1.4xWT,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. k MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 "" SEE PLAN 10.1 (2 #5's (+)0"-0" FM-12x12 12" CONTINUOUS 1'2" (2) #5's + 0"-0" FM-12x18 12" CONTINUOUS 181, (2) #5's (+)0'-0" FM-16xl8 16" CONTINUOUS 18" (2) #5's + 0"-0" FMC-12x1$ 12" CONTINUOUS 18" (2) #5's #5 IN CURB VARIES F-2424 24" 24" 12" s s SECURE STRAP TO A/C 51MPSON 115 GONG. W/ UNIT ROLL STRAP (2)-3 ' OR EQUAL m TAP -CONS EACH CORNER OF UNIT GONG. SECURE STRAP TO SLAB UNITS W/ (2) "8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591', www.abdesigngroup.com AA # 0003325 sue-.: ate:: z ... x7 CREEKSIDE LOT #58 ]PROJECT# 04321.200 058RI MODEL l 4EBB "1828-CALI" 4CARAGE SWING. RIGHT !PAGE; FOUNDATION PLAN 160 MPH EXP. C IOU.. „. ARCHITECT - STATE OF FLORIDA I OGt'20I1,7 ICHAEL G. - bERSON AR NO 17305 �d4 "9� 5e dCl 1 DATE: SCALE: 1/4"-1' _fo° SHEETC s i a j FILE COPY,-- Z I P I a x+ m Lu co J �. v n- STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O u) co Z 8" CMU WALL o c`) SEE SLAB SCHEDULE EXT. PORCH SLAB I 4" CHAMFER (1-STORY) W/ 1/2' ISOLATION ll_ 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE i\l AND BAR QUANTITY EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" 0 in LLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- ' O/C BTM. LAP TO OWS C R,OVE4R STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING INGLE BAR SIZE LLARD LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- ' O/C BTM. LAP TO OWS C R,OVE4R STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING INGLE BAR SIZE 48 BAR DIA. #3 18' #4 24" #5 30" #6 36" #7 42" —2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE —SECURE FLANGE TO SLAB W/(4) 1/4 X 21/4" TAPCONS SCALE: 3/4"=T-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKI/ BTM. PLATE TO BE PT. RE B . PLATE TO PROVIDE DBL. TOP PLAT LAB / d MASONRY NAIL TAGGERED. ONAL METAL NECTORS NOT LIFTIS WHEN NO T. PLIFT IS PRESENT. E SEE SLAB SCHEDULE TOP OF SLAB SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION W OD WALL SCALE:3/4"=1'-0" (NO LIFT) 9 STEEL REINFORCING IN GROUTED a a CELL SEE PLAN FOR SIZE AND > I SPACING REQUIREMENTS m U Lu V J 0= ¢ � Q O 8" CMU WALL o co z TOP SEE SLAB SCHEDULE TOP OF EXT PORCH SLAB 4" CHAMFER 1-STORY ( ) W/ 1/2"ISOLATION ` 6" CHAMFER (2-STORY) JOINT (WHERE • SEE SCHEDULE APPLICABLE) Z FOR WxD, BAR SIZE AND BAR QUANTITY N MONO -FOOTING 2 4EXTERIOR GARAGE SCALE: 3/4"=V-0" Lu I o a) NEW REINF: BAR O 0- SECURED W/ 2- PART a ¢ EPDXY. MIN. EMBED I J d 8" UNO p FOLLOW ALL MANE. = jrI SPECIFICATIONS FOR USE AND w PREPARATION OF HOLE. w ME J cn 6Q0 4 CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 'I a �n; 2 aw m co J O — 8" CMU co Z +- 0'-0" TOP OF SLAB I' SEE~ S B SCHEDULE z Z 2E i "ISOLATED" COLUMN PAD —'— CENTERED UNDER WALL AND 00 POURED MONOLITHICALLY WITH -- — - FOUNDATION AND SLAB SEE SCH ULE • • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30" MIN. EACH WAY FOOTING F-71 r FM 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 MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 15 �i 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), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL ,: P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCU R OVER STUD 2x4 OR 2x6 W D BEARING WALL W/ SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT . LATE TO BE PT. PROVIDE DBL P PLATE USP SPTH4OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" +_ U-0" TOP OF SLAB SCALE: 3/4"=1' 0' VERIFY HEIGHT OF WALL W/ PLAN �— PROVIDE BLOGP4 YR PLATE TO SLAB W/ 1 /GE ANCHOR W/ 2" T IN HIGH STRENGTH " EMBED. MIN. @ 16" OC SLAB SCHEDULE EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANTI ' INTERIOR CURB FOUNDATION WOOD WA SCALE:3/4"=V-0" (W/ UPLIFT) POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) u 2X WALL FRAMING 1/2" DIA. USP 7250SD 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"=1 u ' Q J J D ui Lu Lu = V) U RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 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. —SEE SLAB SCHEDULE OF SLAB a d'` • EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �<I .� All 4 P y r4 <r � W ul 3 � q m CREEKSIDE �1 LOT #58 V1 F1 ROJECT# 04321.200 058RI_� n 4EBB 1 "1828—CALI"j RAGE SW1KC,k RIGHT s _ s F DETAILS r 1' F MPH EXP. Cl,., ARCHU`Ee:�T� �^ 1 STATE OF FLORIDA f OCT 17 2019 MIC HAEL C. ANDERSON AR NO 17305 I DATE: 10/17/19 SCALE: 1/4"=1'-O " SIMET S1. IA 551 S. APOLLO BLVD., SUITE 2,02 MELBOURNE, FLORIDA 32901 PH: 321-B02-3591 www.abdesigngroup.com AA #: 0003325 71, 4� rA rl) 04 ca ry VI E4 T 87-Y33DIV. & 1XV:V. CREEKSIDE LOT #58 I PROJECT 04321.200/058R1 MODEL. 4EBB "1828-CALI" <kARACIE SWING: RIGHT PAGE: ' 01 DOWEL PLAN, "ll It"NO MPAIH ElIXCFP� IX, ARCHRECT. OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10/17/19 SCAT :1/4"=1o" SHEET TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM ,I, VARIES PER ELEV. J a p CLEAN OUT REQUIRED m FOR INSPECTION oa0 m tr C) 0' 0' FIN. FLR. TIE VERTICALREBAR TO HORIZONTAL REBAR W/ 10" HOOK Z LU ce) U HORIZONTAL/VERTICAL r__�\REINFORCING LE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30 #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS a~ w On U co J V M Z 8' CMU WALL M +_ 0 0„ TOP OF SLAB SEE SLAB SCHEDULE z w BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1-STORY) #3 18110 W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE #4 24 APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE PER SCHEDULE #6 36" THRU FOOTING N #7 42" SEE SCHEDULE' FOR WxD, BAR SIZE AND BAR QUANTITY _ PVC 6" PVC CHASED THRU FOOTING - MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS co 8" I. CMU UNIT DIMENSIONS �oj ARE NOMINAL SIZES MASONRY SYMBOLS 3 $CALE:3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 I y Uq E 4' P Eq 222 { PA � pq h 10 0. I N r3 k. .z, .. Y UBDI & L,OT: , I� CREEKSIDE LOT #58 �i ROJECT# 04321.200 058R1 CDET. 4EBB Fk "1828-CALI" E AGE SWING: RIGHT PAGE: y h81 DETAILS �_00 MPH EXP.` ARCHITIEC ( - STATE OF FLO9[DA �;DCT 112019 9iCIiAEL C ANDEA30N AR NO 17305 �T '17 10 19 TE: � / CALF: 1 /4"=1' - 0" SKEET S l e 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: �3 USP HTA18 W/ (9) 1 Od x 1 1/2 HDG NAILS. CONCRETE TO. WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, ;. WOOD TO WOOD: USP RT16A OR LUGT2 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 MATCH CONNECTOR FINISH. 5. LINTELS ANDWASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS.. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTEL'S SHALL HAVE 4" NOMINAL BEARING (4"). P. 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.'SUSMIT FINALTRUSS 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 ZNZMa INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T O-A- =TOP OF ARCH / T-O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZEWxH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID "CAST-CRETE"SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS " 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ' *mW41Mfr SAFE LOAD -POUNDS PER LINEAR FOOT S SAFE PLOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 9F8-DB BF12-OB 8F16-OB BF20-0B 8F24-0B 8F28-0B 8F32-OB TYPE LENGTH 8U8 SFS RCMU TYPE LENGTH BF8-1T SF12-1T 8F16-iT BF20.1T SF24-1L 8F281T BF32-1T 8F8-1B BF12-16 BF16-1B 8F20-1B 8F24-18 8F28-1B BF32-18 8F6-2T 8F72-2T BF16-2T 8F20.2T 8F24-21 BF2B-2T BF32-2T 3' 6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3'-6" (42'} PRECAST 1025 1024 1598 3' 6" {42") PRECAST 1569 2655 3524 4394. 5263 6132 7001 3069 4605 6113 7547 9974 10394 11809 1569 2655 3524 4394 $263 6132 7001 4'-D" (48") PRECAST 1966 2561 2751 3820 4890 5961 T034 8107 4'-0" (48") PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 2693 4805 8113 7547 8974 10394. 11809 1363 2305 3060 3815 '4570. 5325. 6079 4'-6" (54") PRECAST 15gg 1969 2110 2931 3753 4576 5400 6224 4'-6" (54") PRECAST 592 591 1073 4`-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 p) 9672 10294 11809 1207 2040 2707 3375 4043 4711 5379 6-4- (64") PRECAST 1217 1349 1438 1999 2580 3123 3688. 4249 5'-4" (64") PRECAST 411 411 745 5'-4" (64') PRECAST 1016 171$tt) 2276 ,4) 2838 3399: 3961 4522 1663 3090 5365 7547(m) 7342(,q 8733„9) '10127(,9) 1016 1715 2276 2838. 3399 3961 4522 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 6-10" (70") PRECAST 340 339 616 5'-10" (70") PRECAST 909 1567(14) 2080(,3) 2593 ,9) ' 3107 ,e) 3620,4 4133 p) 1451 2622 4360 7188(o) 6038(i9) 7181pg, 8328(zo) 929 1567 2060 2593 3107 3620 4133 F-6" 78" PRECAST ( ) 908 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 507 721 490 6'-6" (78") PRECAST 835112 1407ps) 188 2t 2329,3 279Q,e) 3251„a) 3712((2 1238 2177 3480 5381 8360 1039437) 8825114) 835 1407 1888 2329 2790 3251 3712 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3885 T-6" (90") .PRECAST 424 534 363 7-6" (90") PRECAST 727 (23 1065(ze) 1624,3,) 2025(zb 2426,,n) 28272s 32281, 1011 1729 2661 3898 5681 8467(,) 647205) 727 122.4 1624 2025 " 2426 2827 3228 9'4" (112") PRECAST 55q 699 1160 1625 2564 3486 2818 3302 9'-4" (112") PRECAST 326 512 230 9'-4' 1112") PRECAST 591 708 z) 1136(34) 1474(34) 1815(34) 2157(3a 2500 N 752 1245 1843 2564 3486 4705,3p 5390(,,) 591 862 1318 1643 1969 2294, 2619 10' 6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 - 10'-6" (126") PRECAST 264 401 160 6 10'•6"' (126") PRECAST 53D 575,m 916 33 1188 w 1461a 1T36p3 2011 m 643 1052 1533 2093 2T81 3643p3) 4754 ps7 530 695 1160 (e) 1472 (4) 1763 2055 2396 11'4" (136") PRECAST 362 582 945 1366' 1846 2423 312T 4006 1T-4" (136") PRECAST 260 452 154 1V-4- (136") PRECAST 474 504(23) BOO,) 1037,3z 1274,, 151302, 1753(32) 582 945- 1366 1846 2423 3127 4006 494 607 1042no) 1372(i,) 1643 (e) 19151e) 21B7 (s1 IT-0- (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 244 402 137 ' 12'-0"(144") PRECAST 470 0 456 v 724 (311 938 (z) 1153133) 1369pz 1585 32) 540 873 1254 1684 2193 2805 3552 470 550 940 po) 1302(15) 1560(,3) 1818(r) 2075 ,o 13'�" (160°} PRECAST 296 471 755 1075 : 1428 1838 2316 2883 13' 4" (160") PRECAST 217 324 11D IT-4- [160"} PRECAST 418(1,) 386 (zz) 607 po) 785,,) 964,30) 1143pp 1323 p,) 471 755 1075 1428 1838 2316 2883 428 460 780 (a) 1159(2, 1418p) 165119) 18B711, (168") PRECAST 279 424 706 1002 1326 1697 212T 2630 14'-0" (168") PRECAST 205 293 100" 14'-0" [168") PRECAST 384(1,) 358 (z,) 560 pe) 724 pD) 8091m) 1054(30) 1220po) 442 706 1002 1326 1697 2127 263D 410 425 717 ,e) 10631zn 1358,zq 1582= 1807(,,) 14'-8" 176" PRESTRESSED ( ) N.R. NR NR NR NR NR NR NRi - PRESTRESSED 14' 8" (176') '�. N.R. 284 91 14'-8"' 176 PRESTRESSED { ) 231 334 (z3) 520 $72 825 (z9 978 p9) 1131(zo) 458 783 1370 1902 2245 2517 2712 248 1 395 863 (91 980 po) 1303(za) 1518A 1734(z4) 15'4" (184") PRESTRESSED N R. NR NR NR NR NR NR NR 15'4" (184") PRESTRESSED N.R. 259 83 15'-0" (184") PRESTRESSED 224 313,zo) 486 pa) 627 p9) 769 (29) 911 p9) 1054p9) 412 710 1250 1733 2058 2320 2513 230 368 616 (l 908 po) 1240(ze) 1469¢r) 7668(zs) 1TA" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 1T�" (208") PRESTRESSED N.R. 194 64 1T4" (208") PRESTRESSED 18-1 .263 19 405 ` 521 z,) 638, 756 , 873 z, ) 300 548 950 13Z8 16D9 1848 2047 192 306 506 (e) 740 ll,)l 1005„>) 1271 pt1 1473p,) 19' 4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR'. 19' 4" (232") PRESTRESSED N.R. 148 52 ' 19'�"' (232") PRESTRESSED 162 229 (17) 348 ,zs) 447 (ze) 547 (zs) 647 m) 747 (zs) 235 420 750 1037 1282 1515 1716 166 263 429 13 623 (m)l 841 (se) 1059(gq 1227 0 21' 4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'-4" (256") PRESTRESSED N.R. 125 42 21' (256") PRESTRESSED 142 204 ,1e) 307 (a) 393 p) 480 (23) 568 (24) 655 p4) 180 340 598 845 1114 1359 1468 142 232 373 (7) 537 On 721 (zs7 905 (za) 1048 9 22'-0" (264") PRESTRESSED - N.R. NR NR NR NR NR NR NR 22'-0" (284") PRESTRESSED N.R. 116 40 22'-0" {264"} PRESTRESSED 137 '' 197 (,$) 295 (zz7 379 3) 462 p:3) 546 p 630 3 165 315 550 784 1047 1285 1399 137 223 358 7 513 ,,,) 6B8 a 863 in 999 e 24' 0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR. 24'-0" (288") PRESTRESSED N.R.91 33 24'-0' (288'} PRESTRESSED 124 179 (14) 267 ,z,) 342 p,) 416 p,) 492 p,) 567(z) 129 250 450 654 884 1092 1222 124 202 319 p) 455 li,)l 606 p)j 757 ,z,) ST6(2>) (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESISARE 40 FIELDIADDED PERCENT REBAR. -ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAS - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE r PRODUCTS BY OTHERS TO MEET OR. EXCEED VALUES STATED ABOVE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCI DIVISION CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION CASTE-CRETE ' ACCEPTANCE#:160126.03 1 2.1 �% 8F16-iT/OM/OB___ 8F161T/OM/OB____r—_—___r-__8F16iTl0M/0B -- - o ♦♦ o ♦♦ 1 1L ♦co 1 1 ♦ GT 1 8F24-1T/0M/0B 1 I a 1 ♦♦ I I� 1 1 ♦♦ ♦� 1 ♦♦ ♦♦♦ , 1 1 1 ♦♦ 1 ♦, 1 J i ♦ ♦ 1 ! i 1 ♦♦ 1 1 ♦ 1' 1 ♦ 1 1 Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 co l0 1 �I l0 2 1 rl 1 1 L 1 00 1 °' 1 1 1 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8" UNO. 1 1 1 i F- _; ' 1 ♦♦ 1 1 ♦♦ 1 1 I ♦ 1 ' ♦♦ a/, i ♦♦ 1 1 � ♦♦♦ 1 ♦♦ 1 ♦♦ �4* 1 8F8- 1TOM/OB, I 1 4p 1 �♦ 1 l 1 1 1 1 1 ♦ 1 1 1 1 ♦ 8RF6-1ITlOM/OBI 1 8F16-1T/0M/OB ♦ 1 8F28-1T/OM/OB 1 1 08289898 1 1 LIFT BEAM PLAN SCALE: 19" = V-0" - 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesig�ngroup.com AA # 0003325 ,i 1 U I'3 kj is 0s a Ii I J ( t{ isJJl TS �';� t+ ��q[�[�4��µ�µ,�� Ipvq (21'u 7187 CREEKSIDE ' LOT #58 ROJECT# 04321:200 058RI w- ODEL: 4EBB "1828-CALI" GARAGE S WING:%I RIGHT PAGE: k LIFT BEAM E PLAN AND NOTES _'. J 2Tv 0 MPH V11 P TNT 10 17 19 .TE: / / SCALE: 1/4"— f — 011 SHEET S 2 .`, FIILF CIMPV NOTES TO THE INSPECTOR/CONTRACTOR I TYP.8"x8" col irs Pd 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \\ PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c I ClAROUND AS DEPICTED HEREIN. LAST 1#5 I; / REINFORCING (�) TWO COURSE4. THE LAST S ARE BOND EAMSURSE WILL BE A OWITIH A 5 BAR INEACH00 COURSE. THE TYP. 8"xl6" co 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM T COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH 0 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 `il COURSE OF BOND BEAM TOP OF THE LINTEL. \N 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. O VERTICAL REBAR W/ 10 HOOK P09 ��P $x16 DBL. BOND TOP OF 2 Q�� EAM W/ (1) #5 BAR BOND BEAM • y7 0�� 0 �ACH COURSE \Nrj 8x8 BOND BEAM TOP OF ' • Q�G� W/ (1) #5 BAR ;'� BOND BEAM �+ O F = FILLED W/ GROUT j 30" TYPICAL I ��0 U = UNFILLED GROUT SOLID FROM 4TOP S10 NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2NDBOND BEAM ) #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 1 V_ 1 T/ 1 M/O B 8x8 PRE -CAST CONCRETE POO�F�4� NOMINAL -�� LENGTH OFLINTEL W1 IBAR = WIDAR TH OF MASONRY CORNER g Q� HEIGHT BOND BEAM COURSE OPENING 2" OR 2 TOP BEAM DESIGNATION /� /� IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SGALE 3/4"=1' 0" REINFORCING OF BOND BE/1M' PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER 1 THAT XFXX - 1 T/1 M/OB INDICATES A DOUBLE BOND BEAM SCALE: 3/4"-1'-0" AND XFXX - 1T/OM/OB INDICATE;; A SINGLE BOND BEAM TO PLAN FOR LOCATIONS Top QF OPENINGMl k¢ d 61 r 1 PR ST HEADER(MIN) 2x4 (MIN 3)1-3/16 �p TAPCON 0 RIVE PIN (MIN SHANK SIZEA IN HEAD WINDOW SITE 300 MIN EM MENT 1 1/41) 8" FROM EACH D AND 18" O.C. MAX. MIN 1-1/4' i EMBEDMENT is 2A (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 3 1/4' OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 WINDOW NDOW SLOPE FI FROM EBED MACH ENTND ND 1 1/ ") 8" O.C. MAX. MIN 1-1/4" m EMBEDMENT a; TAPCON OR DRIVEPIN(MIN ' SHANK$IZE.145 MIN HEAD I SIZE .300 MIN EMBEDMENT 1 4 SOLID BLOC G 1/4") 8" FROM EACH END AND SECURE TO SHEAT G W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. ND Ia EMBEDMENT " 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION 4 scALe11/2"=r-o° ARCHWAY FRAMING DETA- 5 SCALE: 3/4"=V-0' I r I� SINGLE #5 CORNER BAR, 30x30 TURNED U OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL FBOND. BEAM Al nkl `1 a �I 1 I PROVIDE #5 BAR ACH SIDE STEEL REINF. OF ACH SIDE 0 ELEVATION BOND. BEAM CHA E CHANGE IN ELEVATION OF BOND BEAM 7 SCALE:3l4"=1 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA3290 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 paI d CREEKSIDE LOT #58 �i [Pl:t0JECT#` 04321.200/058R1 a M.OIDEL. 4EBB "1828—CALI" �l GARAGE SWING: RIGHT PAGE: c DETAILS f1 60 MPH ER{r ARCWEE I STATE OF FLORIDA OCT 17 2019 WCH4EL C. ANDERSOt R NO, 101730151 L'T 10 1i 19` DATE'./ / � SCALE: 1/4"-1' 0" SHEET c, S2e1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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. (I 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. Y 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS I ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL l MANUFACTURER SHOWN iN STRUCTURAL PLANS. `" 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. r 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE ;I SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE N 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 D4FFERENT. 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. k3k;'j t~ Uzi CONNLCI OR SCI ILDULL II CUNT ROL RAIL: 01-05 V Mil CkUSP : SIMPSON �;. c=JY SIMP50N. DCS UPLIFT GRAVITY DES UPLIFT GRAVITY FASTENER FASTENER IITA 16-18 1625 MCTA16 1450 (8)106X 11/2 1PLY,(]I)Lod 2-PLY, LMBLD4" 18)10d x�11/2"1-PLV,(6) Too 2 PLY, EMBED 4" (1)H1A16-1B 2430 (L)Mill A 16 -1985 12)10dx 11/2 1PLY, t MBLD 4" PLY,EMBED 4' 1900 (10)16d 2-PLY, EMBED 4" 1141'16d - PLY, CMB I IlA 16� 18JU IIL1A 16 181D 10 lOd%112 816d2-PLYCMBED4' ( ) / ,1) 910d x V 1 112.1PLY 816d 2-PLV EMBED 4" / ,1 1 I DA 20 1870 I1ETA -20 1810 (10)10dx 11/2,(8)16d,2-PLY, EMBL04" _(9)lOtlx 11/2,1PLY,,(8) 15d 2-PLY, EMBED 4". 2 H1A 0 O 2 2430 23 1 Ht1 A-20 I) 2035 (12)10dx 11/2,1PLY EMBED 4" (10) 10d I I VVIHPLY, EMBED 4" 2500 10)16d2-PLY, CMBIDD (12) 16d I PLY,CMfi€D,4"': Z O LUG12. 2260 LGl-2 2150 BLK (5)1/4 x3 Wedge Boll+Andwrs, WOOD (16)lOd 1 (]) /4 4 TDEN x21 / WOOD 16 1 ) 16d Q UI IT A-20 2430.. UL1AL-20 2480 (16)-10dx11/2, 1 PLY ALTERNATE USE OF (2) I ITA20 ACCCPTABIL (18)-10 x11/2,1 PLY ALTERNATE USE OF (2) 1 ILTA20 ACCEPTABLE 2 MUGT15+ 4175 MGT, 3965 (1)5/8"AIR IN HIGH Sf RENGIH EPDXY (MIN. 12" EMBED),(22) 1Od10 WOOD) (1)5/8" TR. IN HIGH SIRENGIH EPDXY (MIN. 12" EMBED),(22) 1Od10WOOD HU612+ 9790 HGI-2+ 10980 WOOD(;) 10d, MASONRY(2) 3/4'AAA (2)3/4"4.1.R. IN I I IG 1151 R L NG III L FOXY (MIN. 12'LM BILL), (16) 10d 10 WOW AUG13+ 8860 HGl-3+ 10530 WOOD(8) 10d, MASO NRI'(2) 3/4'A:1.R (213/4 A.I.R. IN I I IG I I Si R L NG Tf I L PO%V.(M I N. 12' LMBLU),(16) 10d IU WOW LUG)-3 3525 LGI3-SD525 3285 CONC(4)3/8 X5"Wedge-Boll+Anchors, WOOD (12) WS25 (12)SDS 1/4'x3' TO GIRDER, (4) 3/8 x5 TITCNHDTOWALL LP1A i51DPARALLCLTO WALL 1470 PLHVLNDICUTAK IU WALL L1 A2 1210 PARALLLLIOWALL 121OPERP LNDICUURIO : WALL' 110)10dx 11/2 (10)10d 1-1/2" MUCT15 4175 VGT 4940 (1)5/8"AIR IN HIGH SI RENGI H EPDXY (MIN. II LMBEDI,14)10d IOP/(6)10d FACL/(12) 10d BACK OF I Russ 1)5/8"A.I,R IN HIGH SI RLNGI H EPDXY(MIN IT'LMBLD) 116)SDS 1/4INT HUG) 7185 2)VGl 7185 2)5/8"AA. R IN HIGH 5I RLNGIII EPDXY )MIN-12 LMBLD), (R)10d (215/8"A.1.R INIIIGI I SI RLNG1I I LPO%Y (MIN. 12" EMBED), 32) S b 1/4"XV MTW12 1195 MIS-12 1000 (14). 10d x 11/2,(14) 10d : (14J 10tl'1112" II1W 16 1260 II1S16 1150 (16) 10d X 11/2", (16) 10d (16)LOd%11/2" I Il W 20 1530 1I15-20 1450 (24)10d %11/2 , (20)10d (24) 10d X 11/2" 1ITW 24 1530 - IITS,24 1450 (24) 10d% 11/2,(20) 10d (24)10d k 1112 LS1A 1Gu 930 BIA-1211 925 (10)10d (1010dd EST 18++ 1235 USIA-18++ 1235 (14)10d (14)10d MS1A-18— 1310 M51A-181 D15 (14)LOd (14)10d1 MSA-24— 1640 MS1A-24, 1640 l8)lod I (18I0d'.. MSTA 30+ 2065 MSTA-30++ 2050 (22)10d: (22)IDd, MSIA36— 2065 MSI A-36++ 2050 (26)10d 126)1W KS11236 3990 MSI 1-36 3800 - (36)30d X 11/2 (36)10d 411/2" KI51248 514U MST 149 5065 (48)10d X 11/2' (48)10d X 11/2" WAG 1210 116 950 (16)Edx 11/2%(16)8E) : DI Ed 10 P Al ES, 19) Btl IO SI UDS SPT24 1030 SP4 885 (6) 10d 10 Si UD5(6) 10d1 U FILM L (b)10d x 11/2'10 Sl UDS MP34 5251N F1@160% A34 5151N PI @, 160% (4)86x 11/2' 10 BLAM',(4) Box 11/2" 10 POS1 (4)8d ;,1/2'IOBLAM,(4)8dx11/21OPOS1. X112'T PLATE 12 10d 112' RT GA 1380 Ilim 1140 (9)IDdx 11/22101RUS5'1;T Otl Xll/2�1 U PLAl L (18)iDd411/2" MDGT15&PIT" 41J5: VGT&IIDU4 4565 (28)IOd 101 RUSS,(10) WS3 WOOD SCREWS10 POSI W/5/6"1HREAUEU ROD 1161-5U8 /4 x310 WODU, IID)SUS 1/4 x21/1 W/1HREADEDROD, (2)NU15/WASHER/1 PLY MUG115&PHU4A 41J5. VGl &HU]B 4990 (2A)10d1U1RUS5,(10)S3 WOODSCRLWSIO POST W/5/8"111RLADLD ROD (1b1SDI ./4"x3 OOD S1 O D 60L15 W I I IRLADLO.ROU 2 NU15 WASI ILR 2PLY WW ,O./ / •1) / / y PAU44 2535 6A5 ABU 444 220D 6665 (115/8"ATR INIIIGIIS}ftCNGTII EPDXY, (.IN.]"EMBED) INCONC 112)16d TO WOOD 1)5/8"4.TD IN II IGH STRCNGTI I CPO�Y,(MIN.]" EMBED.) IN COW, (12) 16d TO WOOD PAU66 238D 16005 ABU 66Z 2300 IDIOM (1)3/8"AdR IN IIIGI I StRENGTI I EPDXY, (MINJ" EMBED) INCONC, U2)16@TO WOOD 1)5/8"/).T.R: IN III GI I STRCNGTI I EPDXY, (MIN.]" EMBED.I IN CONE,(12)16d TO WOOD LT819 «+ 1205 LTT39++F 1340. (1)3/4"A1 R IN HIGH SI RENGIH EPDXY, (MIN.]"EMBED) fN CONE, 8)IDtliD WOW 134" 1 ) / A .TA. IN HIGH STRENGTH EPDXY (MIN. (NOOK. 810d TO WOOD G Sl ,1 ) - ,1 LTS20B+++ 1100. LTT20B+++ 1500 (1)3/VA1 R IN HIGHS( RLNGI H EPDXY, :(MIN.]"EMBED) IN GONE,(10)10E k 1-1/2 10 WOOD 1111/2" .1.R. IN HIGH SIRENGiH EPDXY, )MIN ]"LMBLU)IN CONC.,(ID)1Otl 10 W000 H1145 4360 H114 4235 (1)5/8"A1R IN 111011 S(ALNGI II EPDXY :(MIN,7- EMBED) IN CORE, (18)16d% 21/2" 11)5/8' A.A.R. L IN IIIGI I S79LNGI I I EPDXY(MIN T' MBLg11N COIC.,(2b) End X 21/2" 4 111145 5005 11115 5090 (1)5/8"ATR IN IIIGII STRENGTH EPDXY (MIN .J"EMBED) INCONC,(26)16d X21/2" (I)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN .]"CMBCD,)NOOK, (26)16d X21/2" UPllDll+ 14395 IHISDQII-SDS 11810 (1)1"A.I.R. IN HIGH STRENGTH EPDXY, (MIN IV EMBED) IN CONE (241 W53 WOW SCREWS (1); T AI R. IN HIGH STRENGTH EPDXY (MIN 10" EMBED) IN DONE, (24) SUS✓."x2W"WOOD SCREWS PHUSA 6525 IID]B 6645 (115/8"ABIN IIIGil51' LMBLUI IN LOW(14) WS3 WOOD SCRLWS (1)]/8" B. I N I I IG I I SI RUNS I I I EPDXY, (MI N.J"LMBLO)IN DOW,(3)3/4" SI OD DOLE S 10 WOOD ID%R ]8]0 (1)]/8"A.B. IN IIIGII STry CNGTII EPDXY;(MIN.J".[MBED)IN COW(3)J/8"STUDBOLTS TO WOOD NFM35%12U 2580 7130 MBHA 3,56/1125 34J5 5330 (1)1/2'"7BOLT W MIN.6'.,"EMBED& NOT LESS TI IAN 4" FROM CDGC OFCONC W/3/4"DIA ITW RAMSCT/RED )CAD DYNA BOLL SLEEVE ANCIIUR UN LQ W/MIN S"LMBLD INSIALLLUIN FACL (14)lOd AtiIUISI (1)3/4 EPDXY, TR. IN IIIGII STRCNGTI I EPDXY, (MIN. 6.75 EMBEDMENT) INC.M.U. TOP, (1)3/4"AT.BIN HIGHSTRENGTI I; IN.6J5"EMBEDMENT) INC M U. FAQ,18110tl 10 SLAM IIUS4121F 3060 2710(100R) IIUK412 (WOOD) 3635 2660(IBM) (10) 16d 10 HEADER, (10) 16d 10 WOOD f (10)16d O HEADER,(JO)16d 10 WOOD 3325 (125%) 3265 (125%) 1+! CD IIOR 101F(CMU) 1950 5000 HUC410 (EMU) 180U 9500 (18)1/4""x3 WS35CREWS,110110d TO WOOD. USP 120)3/16"TAPPER+, (10)lOd TO WOOD (18)1/4 2-3j-0. TITCN (9 PER FLANGE TO CMU,(ID)lOdTO WOOF. 1 Z SI ID210-21F(EMU) 1950 5000 HUC2102 (CMU) 1800. 4500 (18)1/4""x3 WS3 SCREWS, 110) 10d TO WOOD. USP (2013/lb ' ]APPLR+,(10)10d 10 WOOD (18)1/4"x2-3/4 TITCN 19 PER FLANGC�TO CMU, DID 10d TO WOOD: IID21031h )CMU) 1950 5000 IUC210-3 EMD) 1800 4500 (18)1/4^"x3 WS3 SCREWS,(10) 10d 10. WOOD. USP 12U13/36 '.1 APPLN+, (30)i0d10 WOOD (18)1/4 23/4'lI1LN(9 PLR}LANGL)lOCM0, (1D)10d l0 WUUD: LG1M26-2 2125 6065 LGUM26-2-SUS 1430 5595 (4)3/8"%4 Wedge-Ba11+ Anchors, WOOD (4) W53 WOOOSCREWS (4)3/8 xA TITCN I ID ANCHORS (2 PER FLANGE)TO CMU,(4j 1/4 X2-1/2 SDS SCRLWSTO WOOD 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP ,., y Ell U) In - �HLPTA75 USED`TO BRACE TOP OF WALL: ��'A X. CJ1 _ ..._'' II n n ) yr r� a ~EJ7 n n yr— )r r) — ---ir n CJ1 CJ3 2q n n n u n n n u u n u n n = CJ3 31 I II II II II II I , II II I) II II II o ATTACH 4'� 0" LONG 2x SCAB TO r I'l1A CJ5 __- u n n n TRUSS W/ I9I0d NAILS @ 6' O.C. u u u u u == CJ5 3,1 (4" FROM EA. END) — " A14G l I I I 6 I �«= I= x —=�.I' L 6 O O —__ C3. A o- -- --- -- - ---- --- -- ==8 L oLL- z 0 - - — - PREFABRICATED O - — - TRUSSES @ 24" O. .MAA X. 17 77=_ r ) II w Llf 7 --- -- -- ----- Q 1A i i I I A1A I 2"x54" ACTTIC Q CESS T =—===Ma3 A5 m 01 I I I I I -- --- - - - --- ---- Ail A11 LLI- ---J --- A13 1A i 3.1 3.1 I I A15 1 A !� - - - - -- --- A16\ 3 C1GE B1GE I 7 8 7 V8 FRAMING PLAN SCALE: 1/4" = V-0" 1A 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 l PH: 321-802-3591 ' www.abdesigng:roup.com AA # 0003325 a- �! W U w � 4 ti r t: v E p ) 4 gg�yy�TM^��`�yy}�•'^ss''.:�X+'2u'¢gb.�T "'A„+�q' ��5♦;iu .9�!5'.N. G'c 5:afi' �m`bJ�3 �.d�'a `"°,. Iy ) „ CRI EEKSIDE �; LOT #58 P ROJECT# 04321.200 058R1 �mz�—�n.e 4 :MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT ?I PAGE: FRAMING PLAN EQg' E3� . -... PAR C AAHOF-IITECT STATE OF FLORIDA I Fi i V J V' OCT 17 2019 r MICHAEL C. ANDERSON R AR NO 17305 PRINT 10 17 19 DATE: / SCALE: 1/4"=1'—Q v_ h SHEET 1 S 3 �F9 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR "ROOF/WALUFLOOR WITH (9) 10d x 1 1/2" NAILS TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 1/2" TO TRUSS. FL#17680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) FL#17680 1x2, 2x WOOD FASCIA (A) USP LUGT2 W/ (5) 1/4"x3" POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 2x SECURED W/ (3) 16d B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4"x6" WEDGE BOLTS AND 1 x2 SECURED W/ 10d TRUSSES Co) 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d GALV. AND APPROVAL IF 4 BOLTS ARE USED COMMON NAILS. r 1x2 SECURED W/ 10d ilK/ASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U 1870LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U'2430 LBS, L'1310LBS (2 STRAPS) TYPICAL TRUSS/ F 1 a 1 b scALE:3/4'=,'_0„ TYPICAL ROOF GIRDER CONNECTOR(S) 2a 2b SCALE: 3/4" -0 GIRDER CONNECTOR(S) NOTCH DEPTH 1/4`D` HOLE EDGE>5/8" T HOLE DIAMETER < 2/5`D BGL. STUD OUTER 1/3 OF SPAN ONLY j HC BTM_— PLATE STUD NOTCHING p AND BORING LIMITS EDGE >5/8" HOLE DIAMETER. <3/5`D DBL. STUD (D`4_0T USED I 9 NOT USED 6-0" MAX (W/1 X4) 10'-0" MAX (W/2X4) I N # 1175 UPLIFT USP HTWM20 W/10 10d TO TRUSS AND (4) 1/4"x21/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4"x21/4" TAPCONS TO CONT CONTINUOUS BOND BEAM POURED LINTEL TAP CONS MIN. 2 COVER 2"APART REPAIR OF MULTIPLE -MISPLACED EMBEDDED TRUSS ANCHOR q (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING U-0" TO 30' 0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ / 1 (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLL W1T W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4DIAGONAL PRE ENG'GABLE TRUSS SECURE GABLET02x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT.2x4 SECURED W/ MAY NOT BE (2) 10d's @ EACH TRUSS REQUIRED TO BE INSTALLED @ 1 U-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR / BOND BEAM REQ. , V 1 11 . N I ZZ lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. (6 BTM. CHORD BRACING 1 SCALE: 3/4"=V-0" 10 NOT USED BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEYCONFORMTO 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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SU13JECTTO 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" 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 3290: PH: 321-802-3591 www, a bdesigngroup.com AA #: 0003325 ems. W D y kl 4� `s W o ') Irl 0. F r) el wq { i 4' yY i, J), r� .. `a S']SDIV. 8eLOT.. l CREEKSIDE LOT #58 s OJECT# 04321.200 058R1 IN CDEL� 4EBB "1828-CALI" r r, 1 GARAGE SWING: RIGHT k. - ,,kGE: I f., !I DETAILS r k� ell 60 MPH EXP. C ARCHITECT: STATE OF FLORCA 4 4"-, ( OCT'l 7 2019 F MKIIAEL C. ANDERSON ' AR NO 173,05 'RlNT DATE: 10/17/19 a SCALE: 1/4"=1'-0" 5 ET g —4? PRE-ENG u^ ABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES, AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX a 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE ?x6 PT. PLATE TO ELK W/ TRUSS PLAN W/ 1; 2" DI . ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGI H EPDXY 6" MIN. EMBED, A T 32" OC MAX. -SECURE 3ABLE TO 2x8'P,T. PLATE W 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W1 PRE-ENG GABLE TRUSS @a CMU WALL 8 SCALE: 3/4"=1'-0" 551 S. APOLLOBLVD., SUITE 202 ELBOURNE, FLORIDA3290: PH: 321-802-3591 www. a bdesighgroup.com AA #: 0063325 a .y 'I y eta K f� V' I II k1 I 5p'Yq�y 5y (n/y �fk17 CREEKS11DE LOT #58 :r PROJECT# 04321.200 058R1 f MODEL• 4EBB "1828—CALI" r ra mx GARAGE SWING RIGHT li PAGE: r, l DETAILS' I; 610 MPH EXP. C ,' Rk ARCHfi1=CT STATE OF FLORIDA r OCT 1 7 20f9 ICHAEL C. ANDERSON AR NO 17305 'PRINT DATE: 10 17 19 AkZ: 1/4"=1'-0 SHEET 53.1E Y VTT SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES ITT AND 6'-0" O.C. MAX. (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 5TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X"BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @CENTER (2) "X"BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAN FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. _ ._... . 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" 0/0, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN — 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM' EACH TRUSS SEE SCHEDULE �--� GABLE END PRE-ENG'D TRUSS'. W/ HIP RETURN SCALE: 3/4"-1' 0'' i I SIDE VIEW PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S.. 551 S. APOLLO'BLVD., .SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ` >ga 4C4C4C ri ' a R I i � t r CREEKSIDEA LOT #58 h' I ROJECT# 04321.200 058R]_ ODEI.: 4EBB "1828—CALI" ;F 0AIRAGE SWINQ:�`_. RIGHT PAGE: am E ) h r; N QL 60 MPH 11411I � R��.,..au ..: r STATE OF FLORIDA -OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 WT 10 17 19 iLTE• / / ISC; : 1 /4"_l'-n" SHEET S3.IC CAB -I Eve '. HIP ROOF . ROOF WIND DESIGN PRESSURES NET(GROSS) ROSS ASCE 7-10 ZONED = 23-79 PSF (33.79) ZONE 2 = 39-48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 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 CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Bd 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 END. 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 RINGS SCREW SHANK PER INCH) PER I 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST'2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH, END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR7/16" 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 & z - BOTTOM PANEL AND 8d RING SHANK GUN J NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS m OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANOR SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES C a k Z Lu Z (7 iI LU LLJWa, 11 V co C] 0 V � J f Z Q Z'� -6 '. co Z L1J D W 0Lu Y @j z - = z L) U) J ZCj O _ Z Q YZ m0 O @J Z w =ul O Z W ch U W Z C aj LIU () F- U < b Do r0 z a - 000 n ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 1 RI N 8d RING SHANK GUN NAILS ' �d 6' O-CqW FIELD TO BE STRUCTURAL GRADE' 8d RING SHANK GkJN NAILS @ 12" O.C. IN FIELD or 8d x 21/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.6�(N FIELD J\ GENERAL NOTES:. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33,.MAXIMUM AGGREGATE SIZE SHALL BE 34'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO'EARTH OF WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON ST UCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R2D17, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3B4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31 14 BUILDING CODE REQUIREMENTS O CRIPPLERS, SILLS ETC. SHALL BE SOUTHERN PINE NO. 2 O = 11 MODULUS F C R BETTER, Fb 00 PSI AND A MO U US O FOR STRUCTURAL CONCRETE, ACI 530 13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON - ELASTICITY = 1 400 000 PSI. ALL WOOD IN CONTACT WITH C CONCRETE K HALL BE S CONCRETE OR CO C E BLOC S COLD FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPED 61NCHES AND SEALED WITH ADHESNETAPE 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 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: �. .CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 'SHALL BE CONSTRUED TO APPLY '.TOANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION. LEVELS OF 0.42PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEP WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED. PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1/2" OF HEARTWOOD. ALL DI,, ENSIGNS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF. CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. ',, WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: H TYPICAL DETAILS;. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED 3'-0" 00, EACH WAY. TO DESIGNED AND FABRICATED IN ACCORDANCE WITH THE ."NATIONAL FOR E STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNSSHALL BE SIGNED AND DESIGNS HALL BESPECIFICATIONSSIGNED REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS: - SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NO SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446,GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL; SCALE, AND RUST AND PLACED IN ACCORDANCE DES[ N LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL - CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES.. - 20 psf TOP CHORD non -concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS' # 4 BAR - 25" #6 BAR 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" .#7 BAR 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF ' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR .DEAD LOAD DEAD LOADFOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOPpsf TOP CHORD ASPHORDALT (1 I (7 psf w/ ASPHALT SHINGLES) (10 psf w/No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING T CCOR ING O MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED. DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf l, WALL TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. '. c• STAIR.> LIVE LOAD - 40 sf p RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF &FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: j DEAD LOAD SPEED-160EMPH SECOND GUST (ASCE 7-(FBC EXPOSURE C, RISK CATEGORY II). INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: TIC UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf,UNfNHABITABLE ATTIC WITH LIMITED T LAYOUT, SPANS &.ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS:.40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM:40psf, SLEEPING ROOMS: ! PROVIDE ENGINEERED SHOP DRAWINGS OF EACH. INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psfiMASONRY: 0psf PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE: LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON O E WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP RAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT .MASONRY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE CONSTRUCTION SCHEDULE, AND. MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF TH CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY.OF,THEE CONTRACTOR TO VERIFY PROVIDED BY. THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEti'"ik( ENSIONS,E.TC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE - W N RETE MASONRY RE LAR IZE BL K BLOCK WALL HALL BE TWO CELL HOLLO CO C GU S OC ALL OC S 5 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE A-ftCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING 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 DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH .ALL WITH O �' TTHE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT SSCO C STRENGTH PSI DAY UNLESS ASTM -47 AND HALL PROVIDE A MINIMUM COMPRESSIVES G 3000 S 8 S U SS S C 6, S ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN IFI P SECCALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ DATION/ SITE PREPARATION: ' " MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR HALL BE TYPE "M' OR S" O S O S FOOTINGS I 000 pFOOTING WERE DES GNED FOR AN ALLOWABLE SOIL BEARING PRESSUREOF 2 Psf, I PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS - EXCAVATIONS AND SLABSUB-GRADESHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95°% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR .PROTRUSIONS THAT EXTEND INTO - MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL F R TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE O VNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCI SSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-T-CHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE , ,..LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTFACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE '.. MINIM THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL M DESIGN BEARING CAPACITY, AND A Q �E STRUCTURALSTEEL: BE BY GEO TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CON RETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF. STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION,'BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ' CONC ETE SHALL ACHIEVE MINIMUM 28 DAY -COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A 50Q, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B,TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE . ,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. -. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DAFA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFFTHE-NUT METHOD.' CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301AND 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 LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. ;. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. & FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. - 142 OR #SAND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER - /4 FOR SLABS WALLS AND JOISTS 112 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE --- - ! WINDOW AND O DOOR BUCK FASTENER S I FASTENER r_ APPLICATION SIZE TYPE SPACING REMARKS KS APPLICATION SIZE TYPE SPACING - RE MARKS I ' 1 x2 PT FURRING TO CASE HARDENED COIL 8' O/C GARAGE DOOR BUCK Vq" DIA. TAPCON MASONRY' 8" O/C 1 1/2" EMBED., 4' END DIST., MASONRY CONE NAIL 1 1/2 LONG TO MASONRY/GONG. NO WASHER FASTENER 1 1/2' EDGE DIST. SOD, AL. EXT. DOORS CASE HARDENED COIL 9' O/C W INDOWIDOOR/ FASTENED GARAGE DOOR BUCK 1/ "DIA. W/ EXPANSION BOLT 4'PMBED., 4" END bIST., . 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG, STAGGERED INTO MASONRY/GONG. TO.MASONRV/GONG. WASHER - 24" O/C • ED 3 GE DIST WINDOW BUCK CASE HARDENED COIL 91O/C WINDOW/DOOR; FASTENED . METAL STRAP TO ___—TH. t�_- CONTACT IS ENGINEER FOR SPACING '. 1x PT, SEE NOTE NAIL 1112'LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. _ REQUIREMENTS Clot - EXT. SWING'DOOR (2) 3./16"0IA. TAPCON" 18" O!C 1 1/2" EMBED, 8' END. NONBEARINGWOOD 1/2'" EXPANSION q EMBED. 4" END BUCK 2. PT. SEE NOTE 6 NO WASHER FASTNER DIST.; t V2" EDGE DIST. WALL TO GONG SLAB W/ WASHER BOLT 24" O/C DISC, 3" EDGE DIST. 2x PT WINDOW BUCK PT TO STEEL COL.; SEE 0.138"PAF x 21/8' 9" O/C 4' END. DIST, 1 1/2 NOTE 6 W/ WASHER STAGGERED EDGE DIST NOTES 9 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BEAS PER MANUFACTURER'S SPECS AND / OR NOA 3.. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN LBE THE STRICTER REQUIREMENT OF N A R T . FASTENER SPACING THE BUCKS SHALL Q O 0 O HE SPACING DETAILED ABOVE 5 C O 6... WINDOW AND DOOR BUCKS SHALL BE AS WIDE 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' TAPCONS OR. PAF TO THE SUBSTRATE. TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 551 S. APOLLO BLVD., SUITE 202 VIELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S� W P4 O y , "I wI 1 :y ,A *. 1 14 U I� w 1 II 3; ,vg y E Ia a G €> G Y 'UBDIV. 8e LOT:d t CREEKSIDE d LOT #58 PROJECT# 04321.200 058R1 MODEL: a 4EBB jN "1828—CALI" 03AGE SVfMGt': RIGHT DETAILS 160 MPH EXP. C ARCHITECT OF FLOFar- E.f i —V OCT 17 2019 ICHAEL C. ANDERSON ,� AR NO 17305 ,T 10/17/19 SCALE: 1/4ff_1f_O" r'+ SHEET BI Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL ri or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product - Model q Manufacturer I II Glass Descriptign Method of Attachment Building Design Product Design APPROVAL REVISION DATE �, Pressure Pressure 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (47) (+67) / (-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c atjamb, 16" @ head. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. FL16103.1 R14 2/28/2021 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) / (48) (+50) / (-So) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @'head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 I/2" o/c at jamb; 6" @ head. 11/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each FL16100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended! requirements. N/A N/A Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" '.. @.head / sill. 1 1/4" embedment. Type Il: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners; 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 IRS 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (-48) (+55)./ (-55) 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from corners Builders Series 4780 w/ I and 20 3/4"max o/c elsewhere top,vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass boor Ply Gem Nan Impact 1 (+33) / (-41) (+50) / (-50) Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R4 12/31/2021 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (-47) door with transom Double Garage 3/8' x 2-3/4' Hilti sleeve anchors 6" from ends 22" O/C FL16107.3 R10 12/31/2020 16:2x7 73 W6 Clopay N/A (+29 )/ (-35) (+36) / (42) Door . Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per '' shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL7006.1 R10 12/31/2020 - Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head flush with, but not cutting (+36) / (-47) N/A P into shingle surface. Iil Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R7 12/31/2020 Underlayment Rhino U-20 Interweb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the N/A field. Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type I rooting-cement/mastic to the underside of the vent 1 flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and - ! allow the bottom flange to lie on topof the shingles. Attach the vent with galvanized or stainless steel roofing.nails having a min 12 gashank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C.;along all FL16918.3 R2 9/9/2026 Off Ridge Vent OFF RIDGE VENT WITH TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A BAFFLE cement/mastic. all loosened shingles shall be adheared down with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR I is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under - j shingles to roof deck. Fasten Base Flang to Decking using 11/4" Ring Shank Nails. Fasten Base Flange w/(1) nail ea corner @1" from edge. Fasten each Side of Base Flange using (3) nailes spaced nominal 5" apart and 1" from edge. Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5" apart and 1" from. edge fora total of 22 FL3792.4 Rll 9/16/2021 (alternate) 770-D Lomanaco N/A I nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL ' N/A N/A Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Variform$@fits I II Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit PlyGem N/A FL24161.1 (+31.6)/(-38.8) (+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 112" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 - 12/31/2020 Less than 6' span 24 GAGE panel MFG. N/A screw or a II thread but with wing nuts. N/A + or - 20 p.s.f. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2020 24 G4f panel MFG. N/A screw or all thread but withwng nuts. N/A +or- 20 ps:f. 6' span or more -- --_ Install per manufacturers recommended requirements. FL17147.1 R4 6/27/2021 Zip System rrhh WallSheaft'Ihg Huber N/A N/A N/A '. Sheathing 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ARCHITECT: STATE OF FLORIDA LMICH UN 0 3 2020 EL C. ANDEIRSON AR NO 17305 r� DATE: 6.1. 20 SCALE: 1 /4"=1 `- O': SHEET CONTROL DATE 6.1.20