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HomeMy WebLinkAboutBuilding Plans1I.-i A A �Vd 1430 CULVER C)RIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 2/0�r-O,Offo 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 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX F DRAWINGS -mmu BunDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH }(r Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AC ADJ. ALT. AMP. BD CL CAB. CLG. CLR. CONC. CPT. ( ' T. D. DBI. D.G. DLA DIM. DISP. DP. DR. D.S. DTI.. D.W. EA ELEV. EQ EXH. FAT F G;TX . E G FTN. FT.R. FLUOR. FR.DR. FTG GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. HDR. xGT. OR HE rn INs. INT. ABORT AIRCONDITIONINGMUM. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CLILINO CLEAR CONCRETE CARPET CERAMIC DRYER DOUBLE DUAL TER DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR fLUORESCF.NT FRBNCHDOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND-FAULTCIRCUIT INTFRRIJPT[iR GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE TIGADGR HEIGHT INSULATION suLAT10N INTERIOR LAV. MC. MFR. MIN. M.T. MTD. MTI.. N.T.S. O.C. PI. P.B. PH PUT. PR. PIC Y.T. R. RAD. R.A.G. REF RM. R.O. S.C. S.D. S.H. SHT SHTHCT. SHR W SA SL, ST.. CiL. STD. SWS TETvIP. T.O.C. T.O. T.O.P- TYP TYP. U.N.O. V.Y. W. wn WIT w x W.I. LAVATORY LUM MEDICINE CABINET MEDICINE MANTTACTTJRER MINIMUM METALDIRESHOLD MOUNTED METAL NOT TOSCIALF ON CENTER PROPERTY LING PUSH BUTTON PHONE, PLATEPG PLYWOOD PAIR PRESSURE., TREA [ED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROObI ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHONILR IMVAR SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SFU PION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TYPICAL.`1B TYPTCAT. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH wOOoon WINDOWPG WATER ER BEATER WROUGHT IRON DATE DESCRIPTION 01/05n8 BID SET ISSUED ARCHITECTURAL SHEET -- DESCRIPTION 01/I5/18 2011 FBC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2A--ELEVATIONS "A" E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml —HVAC PLAN PG D1—DETAILS (SHINGLE) PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS 77 PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS 01/15/18 BID SET RE -ISSUED 04/18/I8 _ FOOTING REVISIONS PER M. BOWES 02/22/10 PLAN MAINTENANCE 04/25n9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04n5n9 C.N REVISED NVAC VOLUMES ON SG�T CALL SEDULE - 05/06119 ELIMINATED LEDGERS AT ENTRY- ELEVATION'B' 06/03n9 _ ADDED DOORS TO OWNER'S BATH WIC AND WATER CLOSET 06/11n9 ADDED LED LIGHTS ®KITCHEN t BATHROOMS 11/15n9 ADDED COCOA PLUMBING RISER STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 S/�.FT. WWffrr �•�� 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS LIVING 1�41 PJQ. Ft. CsARACsE 411 SQ.FT- ENTRY 36 SQ. Ft_ LANAI 93 SQ. FT. TOTAL 228-1 SQ. FT. A/C VOLUME 150242 CU. FT. 02n0/20 ADDED STONE VENEER TO ELEVATIONS 'A'AND 'B' 04/08/20 ADDED KNEEWALL DETAIL ELEVATION V 01/01/21 2020FBCUPDATE _ ___ — _ STRUCTURAL SHEET DESCRIPTION PG S1—FOUNDATION PLAN PG S1.lA—DETAILS S1.1B—DETAILS FIG S 1. 2 —DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SNl—DETAILS Reviewed for Code compliance Universal Engineering 91Sciences 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 DRAINING 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 ONSTRUCTION BASED ON THE DRAWING SET. _ -- _ -- 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. ee LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: COVER SHEET 60 MPH EXP. ARCHITECT- STATE OF FLORIDA FEB 2 4 2021 AEL C. ANDERSON AR NO 17305 ra AAN a DATE: 02 25 21 SCAT :1/4"=1'-0"' SHEET CI GENERAL NOTES WM VVM TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDE TIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 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 I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU`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l. THE 3 MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS 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. FABRICATION OF THE WORK, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. N INEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, T THE ARCHITECT/E G CHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES 5 WALL. SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CO 4TRACTOR 6. MINIMUM DIM, NSION 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 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINE S SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2', AMAFLEX 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECI /ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOU S SHALL BE FLUSH WITH GRADE. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, GARAGES AND CARPORTS 7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005,2 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 1. GARAGE DOOR DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIpRWALL RING$ 2. AS PER SECTION R302:5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PED WITH LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE ISSUED TO THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE SSUE 1. ALL EXTERIOR THE WALLS FOR d WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS CLADDING LOADS N ACCORDANCE WITH IFBCR TABLE R301.2(2) AS MODIFIED BY FBCR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EOUI SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS SOLID OR HONEYCOMB CORE STEEL DOORS NO LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE 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. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF TREATMENT IS IN ACCORDANCEEXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATIN THE AGRICULTURE AND CONSUMER SERVICES:" 1. WHEN PLASTE ING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 11, MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS TO THE THAN 2 COATS 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR P RTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18 ASTM-C1063-19a & ASTM-C1787. 4. IT ATTIC AS PER SECTION R302.6 &TABLE R302.6: THE GARAGE SHALL: BE SEPARATED FROM THE RESIDENCE AND S ARE BY NOT A 3 LATH & ACCESi DRIES PER ASTM-C-1063-19a & R703.7 1, ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 1" FLASHING G HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. WEEP SSCREED DETAILPENETRATIONS SCREED AILS CONDUIT PENETRATION DETAILS CAST G BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR ROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302,7, EXTERIOR COON 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";RYWALL. SCREWS AT 12" Q.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBS RVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS F ROJECT. 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 BSERVATION. Reviewed for Code Compliance 93 Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) S1U8DIV. & LOT: CREEKSIDE PHASE 2 i LOT #5 c PROJECT# 04321.200 005RI MODEL 1756 "EASTHAM'r 11GARAGE SWING: LEFT a ERAL TES L6014PH EXP. ARCHITECT. STATE OF FLORIDA !/�7- r FEB 2 4 2021 i-AC I--1AAEL C. ANDERSON AR NO 17305 PRINT DATE 02 25 21 SCALE: 1/4"=1'-O" L. SHEET G [{a Mr 40'-0° I,' - 8" 12'-0" EGRESS 9❑ ECsRESS 36'x60' LAI V. T. C. LANAI 4,-0" SHWR PAN I ENCL CLG. s I BATH #1 BEDROOM #1 8'-8' CLG. 8'-8' CLG. 0 tiT. . G. 6068 S.G.D.❑ GLG. E------- <Y R' 10 B — 9'-S" M-4 5'-0" 2" 10' 0 I'-4° S1_S L---------- IR 1SH WG. _ TUB III � N. O 1 3:SHWR - , N I �W v iIY loll 6'-2" 20'-4" jo� nW 0 BATH #2 e BDRM.#3 8'-8' CLG. 8, e, 3:2-0 GREAT ROOM CLG N ? 91-81 CLG. r - - � 3'-Il" Q 9 -6 3 -6 2 -9 w DMG RACs.I.I _ ROOM N �?yI G�hI n 81-8' CLG. Jn n QI @ I FLOW-THRU 5❑ c0 ❑ _ _ n TOP 8, g„ 4 _0 T. 6'-10 �'-6" 3'-4" 5,_4" 41_41 6 @ BDRM.#2 LAUN. 8'-8' CLG, T. — ---- 0 > IIZES FOYER - DW. SINK 2-0 MT 8'-8' GLCs._ @ I 5F. r— z2'x54° O x <r yy I HDR. m ACCESS J N 4 Ell II 8 A w O -177 0 OND BOLLARD m I u ii r KITCHEN O AS REQ. 5'-I" ID i �i 8'_8' CLG. 0 PER BLDG. II m CODE ENTRY - I e GARAGE NOOK 8'-8' CLG. tr 8'-8' CLG. HB � 25-SH ry, i n . GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER tit SNOW 6pEEDIIII TOPOGRAPHIC DESIGN WEATHERING' I FROST LINE TEW1ITE DESIGN UNDERTLAYMENT H LOAD (Ml I EFFECTS" CATAGORY' DEPTHe TEMPO REQUIRED" NA 160 C NA INEGLIGAEll NA VERY HEAVY 42 NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.8.1 THROUGH FBC R302.13.4 4 FLAME SP AD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10B 16 -0 X -T -0 CA. -------------------- W 3 t0 3 _0 _0" 20'-0" b'-S 131-411 401-011 c0 @ c+l AIR MEAN a FREEZING ANUAL INDEXTEMPI EY NA NA .Ile, 2: F \ r Y Y " i A ;� •� K' 2 ti. fib•" ~M \ w. t 2 7 ?`'� � ��� � � 2 GABLE ROOFS Ko h F '[ v Y �� F fv� �'•, dF S "'NT' GA&E ROOFS 44- i�:r �t F �a1. •..,:ii�i.�s tittii, �,��r;,�.,.>:, t'.3`�� z��, FIGURE R301,2(7) C OMPO*4ENT AND CLADDING PAeSS AF ZONES SQ.FT. CALL. S LIVING 1141 SQ. FT. GARAGE 411 SQ. FT, ENTRY 36 SQ. FT. LANAI 93 SQ. FT. TOTAL r' 2257 SQ. FT. A/C VOLINIE 150242 CU. FT. MASONRY/FRAME WALL LEGEND j ® b, BRG -_JII 11'-8' BRCS. 0 4' INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE T� COIPONBIIf AND CLADDNG WIND LOADS - SAW WND EWOSM FOR 3 SECOND GLUM OPBPIGS AID Tff SQUARE FOOTAGE ZONE 180 trPFl WND Mr0 v: MIN. WINDOW 10 5 34/-45 CRITERIA 15, EXTERIOR SWING 18 5 33/-43 7 1 DR MIN. CRITERIA S.G.D. MIN. 41 g 31/-39 CRITERIA 16070 O.I-4D k z82/-3�5 I'jj BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t- 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED., (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE:OW21 1 4" DBL TOP PLATE @ BAR DETAIL A - 2194 H WY A1A, SUITE 30: INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. da I.OTN"; CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAM" - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY G, ARrAGE SWING: DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. LEFT -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION PAGE: R VALUE OFR-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVI CONDITIONED FLOOR SPACE. PLAN -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAG CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. 60 MPH EVo U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE ,-• MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCTaE SPECIFICATIONS FA:FA:fu OF FLQRIDA El ■III7��®�� IN IN Renewed for Code Compliance universal Engineering I bu Sciences rC �EB 2 4 1021 I MIU-iAEL C. ANDE 80N ,AR NO 17305 PRINT 02 25 21 DATE: SCALE: 1/4"=1'-0" I W-7-3" 5LDS. HGT. 8'-8 BRCs. HOST. k9 A QPT. COACH LIGHT 6' RAISED BAND TYP. �r 0'-0" FIN. FLR.,&, 12 5 0 ICI I�III�I I� I® I■�III� I� FRONT ELEVA SCALE: 1/4 = 1'-0' TE NOTE: WALL FENESTRATION FLASHING AS PER ION TURED FINISH BCR 103.4 OFF RIDGE VENT SHINGLE ROOF 8'-8" BRGS. HCST �I 0 -0B A TYP. W RAISED BAND TYP. gy0'-0" FIN. FLR. BRCS. NCsT. 0'-01, FIN. FLR. IMP - OFF RIDGE VENT OFF RIDGE VENT 1� 5 BRCS. HOST. SRG. 1-ICsT: --- Hi NI r- r - ------ I --- - --- 0 -- REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 8 -8" BRCS. HGT.,j, BRCS. HOST. 8'-8" BRCS. HGT.,, TYF 0'-0" FIN. FL' ❑ � I 44B �7YP. II -0 r -- - — - — - _---- 1------ - - -- - — - — - - — - .01-0" FIN.FLIR. I IPrr"T ELEVATION -SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT 12 �_15 A II2'-0" IDNIG [T ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH a� BRCS. HG7. CirO" FIN. FLR. DECO. DETAIL A "YP. 0" FIN. FLR. Reviewed for Code Compliance Universal Engineering 19 Sciences MODEL 1756-EASTHAM IDNIG [T ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH a� BRCS. HG7. CirO" FIN. FLR. DECO. DETAIL A "YP. 0" FIN. FLR. Reviewed for Code Compliance Universal Engineering 19 Sciences MODEL 1756-EASTHAM AREA OF A771C 2503 SQ; FT_ NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA; - 2503 /306 - 8.34 SQ. FT. 8.34 101.44 SQ. IN. MIN. REQUIRED VENTILATIONIN - AX 1201.44- UPPER PORTION OF ATTIC = 480576 SQ- IN: (BALANCETO BE PROVIDEDIN' SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ, IN. PERVENT(net free area) TOTAL tt OF VENTS REQUI RED = 3.48 TOTAL# OF VENTS PROVIDED = 4 SOFFITVENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIREC 68.65 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 a y a N em svBDIV. 8e LOT. CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: E' 1756 "EASTHAM" GARAGE S WI1JC'- LEFT PAGE: r• ELEVATION "A" 4 60 MPH EXP. ,ARCHITECT: `ti IA I - OF FLORIDA c, n FEB 2 4 2021 Itt'd f MICHAEL C. ANDERSON AR NO 17305 rbATE: 02/25/21 SCALE: 1/4"=1'-0" z SHEET 2 A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES \� II OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET IA OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET EQUIPED IlWtli FAUL NTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP I WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. W4 SWITCH 4-WAY OPER I—i1 WALL MOUNTED I� LIGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN 1 CFM PER so. FT. VENT. FAN W/LIGHT 1 CFM PER SQ. FT. VANITY LIGHT FIXTURE (SM06 T5D BY BUILDER) 4 FLUORESES CENT 2-BUL5 WRAP ® AROUND (RECESLIGSED) FLUORESCENT WRAP ® LIGHT AROUND ARIX� (SURFACE MI 2'FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT 0 PANEL METER B' O5Z). SMOKE DETECTOR W1 A IgE WALL MOUNTED MATT. BACK-UP 6D_ SMOKE DETECTOR W/ HARDWIRE S/CO ® CARBON MONOXIDE) SMOKE DETECTOR COMBO BATT. BACK-UP W/ CTED SHALL BE A DISTANCE SHALL BE A DISTANCE OF N07 LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ` TELEPHONE JACK WATER HEATER IGNITION SOURCE WH DISCONNECT TO BE ELEVATED AIR CONDITIONING W ffi UIN.O. DISCONNECT SEE AHU ON THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING REQUIRE TO BE SUPPORTED N CEILING FAWLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn•4 24' INCANDESCENT LIGHT STRIP n no 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 46'INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD Pa PUSH-BUTTON FOR CHIMES a-��-- ► USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE-00145TRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISION& OF FBCR 1T14 EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI s ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR -ITH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR -ITH ED (20202 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (20201. • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FEL ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. -Ith EDITION R404.I BATH #1 i r- � W.I.C. i I_ prw__mm�m BEDROOM #3 PRE -WIRED �� g,D, CLG FAN \ Q TV BEDROOM M PRE -WIRED CLG FAN TV D. L3ri14) r LU F / CEILING MTD. LIGHT TO 5E INSTALLED, PROVIDEI J-BOX FOR OPT. FAN WP LANAI GFI \`J PRE -WIRED CLG FAN r I S CO GREAT ROOM 9 -8 PRE -WIRED C CLG FAN ,A BEDROOM #2 _ ROOM El �'` '? — OUTLET -FOR DW PRE -WIRED p -i I CLG FAN �____„-------- 4-- FOYEREl LAUNDRY ° DW SINK WP 44" A.FF. 44' A.F.F.- ` WH M rr I I L L GFI 1 L J GARAGE — — r MEN DOOR El 0 D� a -il z Ol OND WALL MOUNTED 5OLLARD I LIGHT W/ SWITCH / As REQ. 0 IN ATTIC rr PER BLDG. �1 i W �` I CODE I O/ 1 UL ENTRY 1----L__A METER El I FIELD Z I _ 1 I LOCIFY 0- KEYLESS i J �i FIXTURE jyf�L 0 (GFI) 1 GFI 1 IRRIGATION OUTLET 6 GARAGE I NOOg I 45' AFF. / 0 0 WEE- — — — — — — — — — — — — — — — — — — — OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' P I'-0' PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M,L.O FEEDER: 3-#2/0CuTHWN&1-#6Cu(G)in2"C. OR 3- #4/0 AL THWN & 1 - #6 Cu (G) in 2" C. Wire Pole Bkr Description Watts__ Circuit Circuit Watts Description Bkr Pale Wire #12 1 20 Small Appliance 150E 1 2 8000 Range 50 2 #6 #12 1 20 Microwave I Hood 1800 3 4 #12 1 20 Small Appliance 1500 5 6 Space Spare #12 1 20 Refrigerator 1r0c,_ 7 6 #12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI' 20 1 #12 #14 1 15 Foyer/ Hall 900_ 13 14 5000 Dryer 30 2 #10 #14 1 15 Great Room / Din Light / Lanai AFCI 900 15 16 #14 1 15 Kitchen l ights 1 Pantry 1 Drop AFCI 900 17 18 1500 Washer GFI 20 1 #12 #12 1 20 Bed #2 / Laundry AFCI 1200 15 20 1000 Garage Door Opener GFI 20 1 #12 #14 1 15 Bed #3 / Bath #2 AFCI 900 21 22 1200 Garage Lts & Recepts GFI 20 1 #12 Space —_ 23 24 900 Owner Bedroom/ SDs AFCI 15 1 #14 Space _ 25 26 900 Owners Bedroom / WIC. AFCI 15 1 #14 Space 27 28 1200 Exterior Lts & Recepts. GFI 20 1 #12 Space — 29 30 Space Space _ 31 32 Space Space 33 34 Space Soace 35 36 Space Space 37 36 Space #6 2 60 A/C AHU-1 (Heater 10 KVA at 65% 9600 - 39 40 4400 N.C. A/C C.U.-1 40 1 #8 41 42 -- Load subject to demand factor calculations (line 23400 26800 Load subject to demand factor calcuiations ! line otal load subject to demand factor irst 10000 watts at 100% !emaining watts at 40% otal A/C load 0% for future growth otal Connected Load Watts 'otaI Amps (watts / 240 Wrlts) HOOD WIRE W/ OUTLET FOR FUTURE MICRO ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER 27688 1 1 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total A/C Square Feet General Lts & Rec 3 V 0 0 0 0 � I L L ^1 I I II LED LIGHTING @ DBL. LAV• 5ATH •1 150 A" li= ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (2020) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC 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. re" & Reo Panel A L i r2evi ry d T Code p � Coll. h;noe (P trove sal Engineering noes \ - _J LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) 0 00MBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR -ITH I7 0). 5/5" PIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT# OAM.200 005M MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 60 MPH EXP. FEB 214 2021 MICHAEL C. ANDERSON AR NO T7305 DATE:T 02/25/21 SCALE: 1/4"=1'-0" SHEET El (ALTr=WATE LEFT) PLUMBING RISER DIAGRAM - COCOA 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 00033125 F j U i �F Yxl � Y i 7 .1 MW CREEKSIDE ---- ------ — —_-- — PHASE 2 e--� LOT #5 a 04321200 005R1 II MODEL: 1756 L — — — — — J o » EASTHAM" 0�0 ECn GARAGE SWING: LEFT PAGE: o------- { PLUMBING PLAN ARCHi STATE OF FL"" r YI D �j o ❑ ❑ r; ELM ----------------- — — — 1E11 Ell FEB T 4 2'0 1- Milrl AFL C. ANDERSON ARA NO 17305 h' PLUMBING PLAN Reviewed for Code DATE';: 02/25/21 SCALE: 1/4 1'-®° Compliance Universal Engineering SCALE: 1 /4"= V — 0„ Sciences SHEET f 0 C BATH P41 1 W.I.C. 0 El BDRM #3 _ 120 0 HVAC PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS R-4.1 DJACENT XTERIOR L R-13 R-13 R-30 IDReviewed for Code Compliance universal Engineering Sciences m i SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #5 PROJECTAO 04321.200 005R1 r MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT HVAC PLAN K, 6 40 TVI °, I fit, A � r A FEB 2 4 2021 I DATE: 02/25/21 _ SCALE: 1/4"=1'-0" SHEET _m zr db PER FLR. PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX 0'-0' FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS 024' O.C. SLAB PARTITIONS SUPPORTING WALL HUNG FLUM51NG FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16 " O.C. OR, NOT LESS THAN 2x&, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON—BRG. SCALE: 3/4' =1'-0' 3 5/8, OR 5 3/8, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUE3/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PA'F E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ I/4' WOOD TILE FINISH SCREW WOOD BASEBOARD 1—STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON—BRG.) n I SCALE: I/2' = I'-©' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR TI05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED 5/5, GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD NATION PRE-ENG TRUSS —� SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE 11_011 PER ELEVATION 2x FASCIA PER 7YP- ELEVATIONS o.N. R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS A 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER APPLIED - 1/2' GYP. WL. BD. - DIRECTLY TO MASONRY WOOD BASE 0'-0" FiN. FLR. a n d a .AV '. A <A; .a c d W/ WINDOW OPENING H a BOND BEAM SOLID GROU-I W/ (i)- S (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1- 0 , L I. i .—�. .r. 2aPIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. n TYP. WALL SECTION L NO OPENINGS NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4' = F -O' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6-I5I FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 9 MA; O NOT CUT 4E BOND EAM EBARS '—rsm L1rJE `—I k PVC SLEEVE FOR GAS LINE --S' CM 1/2'GYP. UL. 50. 2B GAS LINE T11RU BLOCK \1Q_V SCALE. In'•I'-PJ' �--2X4 5F`F 24' O.C. MAX.—�, SECURE 1I/ (2) 12d NAILS 6 EA. END 2x BLOCKING BETWEEN TRUSSES -PER STRUCTURAL DETAILS-- -STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS -PRE -ENG WD,.TRUSS __ _PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERG'r' CODE FORMS F, INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COATS— PORTLAND CEMENT _ PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. 8' CMU °< m.. a. da W/ WINDOW OPENING A R-4.1 INSULATION - WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS is 24' O.C. 1/2' GYP. WL. BD. WOOD BASE - 0 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.57EEL— APPROVAL R . G VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REO. CORDER BEAD 8' CMU SEE STRIGTLRAL FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANUF) BY 3 � GARAGE DOOR JAMBS D1 SCALE_ 1 1/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR cJ05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU Ilk 0'-0' FIN. FLR /a1 TYP. WALL SECTION L NO OPENINGS 1--STORY _GABLE BLOCK WALL --- SCALE:3/4'=i'-O' Wiziq Reviewedfor Code Compliance `a Universal Engineering ? Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved Corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of Water into the Wall cavity or penetration of water to the building structural framing Components. Self -adhered membranes used as flashing shall comply with AAMA -1I1. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant Complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes Used as flashing in exterior Walls shall comply with AAMA -114. The flashing shall extend to the surface Of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co rn AA #: 0003325 SLJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO T7305 rs`'ar'' 25 DATE: 02 21 / / SCALE: 1/4` 1'- 0" SHEET 11)1 TOP- 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X B' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) In' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT= 0 "-SECURE 2x4 ONE` 0 FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN 8' OF THE BTM, (3) EVENLY SPACED. O 0 0 o O 0 I I IN NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR _BUCK ATTACHMENT SCALE: I/e'-V-V Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 IV O-C. MAX SPACING 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" H 1PINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O G. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING: DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" NDOW TO BLOCK +1 1/2" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CIM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 e' CMU WITHIN 8' OF EACH END g• CMU 4 18' O.G. MAX SPACING. 1/2' DRYWALL 2X8: CEO 1/2' DRYWALL I X4 SECURE TO BLOCK I X4 P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER 1/1W O.S.B. X 4' MIN. (MIN. SHANK r31ZE .145 DOOR CASING MIN. HEAD SG E 300 DOOR CASING MIN. EMBEDMENT 1 1/40) WITHIN B' OF EACH END 4 18' O.G. MAX DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" �ZWINDOW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. 2X8: CEW SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1141) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK e' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" r1WWINDOW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" rp-NWrNnnw TO nT new +n" L 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. 84ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMu 1/2' DRYWALL ❑ 1'X4' P.t. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WK2)12d WITHIN 8' OF EACH END 4 W TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANl1PA[_TIIR2PS MPTAll A NY I F: OHII-I AD IVCCUCIJ I U r—l-LI M JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" %1ffiNDOW TO nmrK +n" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN - EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IW O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. II i 8' CMU 1/2' DRYWALL L I'X4' P.T. NAILER 1/16' OS$. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" (-,",WINDOW TO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU _ y IV CMU }' DRYWALL 1/2' DRYWALL `. IX FURRING I'X4' P.T. NAILER DOOR RIP 2XI0 70 In P.T. X 4' MIN. FRAMING HOLD FLUSH TO INTERIOR FACE @ o DOOR CASING OF DRYWALL DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" HWDW BLOCK +3 3/4, ENTRY DOOR BUCK T/'REQUIREMENTS 11 /xra Reviewed for Code Compliance Universal Engineering El g Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sx BDIV. 43e LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHFIECT �� FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 21 DATE: 25 SCALE: 1/4"=1'— O" SHEET D NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT — FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (VERTa NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ J6' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION \ FASTENERS TO BE SPACED • l' O G MAX VERTICALLY 7 THICK, 3 COAT CEMENT PLASTER WRB I-AYER 92, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER TO GAP MIN. LATH SHALL NOT 6 BE CONTINUOUS ' TO e' MIN. 6 IN a' MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO W FROMCONTROLJOINT WHEN \ CONTROLJOINT FALLS NOTE: \ / STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C10(53 2. WIRE TIES TO BE (NO. 18) OjV4i5' WIRE 3_ BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWARD • F'T. A OI. FOLD INWARD • Pr. A 7. CREASE • Pr. B L O I. FOLP 14JARD O I. FOLP INWARD • Pr. A PT. A 2. cIQEASE . rr. B 2. CREASE • Imo. B s. CREASE • PT. c 3. CREASE • Frr. C 4. FOLD Pr. C OVER PT. B TILL PT. C TOUCI-ES BOTTOM FLANGE - ® ®FOLD FLANGE L WATER TIGHT SEAL. FOLD, QQ NQM CUT. THICK, 3 COAT CEMENT PLASTER (FRA'E), 1/2' 2 COAT C M04T PLASTER (CNN) WRB LAYER V, FORTIFIBER BUILDNG PAPER (FRAME ONLY) WRB LAYER "I, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF 9UILDNG WRAP OVER NAILING FLANGE, STOP uRB APffiOX. I K' ABOVE SHINGLES n9tAl"E ONLY) FRAME OR CM EXTERIOR -- mrsai,ei i ar.Fn NSx8 WALL FLASHING iB KICK -OUT FLASNNG (SEE ap DETAIL) FELT UNDERLAYMENT— SHIHGI ROOF INGJ DRP EDGE: OVERLAP 3'. EXTEND 1/2' IMLOW SHEATHING, MECHANICALLY FASTEN 4' OL. MAX NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' . VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FOI IBER SHEATHING TAPE /01 MIN. LAP m METAL LATH 6" MIN PAPER LAP BELOW ONL7 I / WRB LAYER *2, FORTIFIBER BUILDING PAPER APER LAP SCALE: 1 1/2' m 1'-0' A KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER "I, STUCCO WRAP I' MIN _ATH LAP, 4" OVEI ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD NOTE• SHEATHING - SIDE LAPS Of METAL OR -1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS-) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH OB415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: THICK, 3 COAT CEMENT PLASTER METAL LATH Will LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 11/16' ZIP SHEATHING SYSTEM (INSTALLED PER M*NUF. SPECS-) 6' MIN. LAP LAP ® _AT-1 LAP m PAPER FOR REPAIR OF TEARSIN WHORIZONTAL LATH MAY BE PATCHED TEARS & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK —1/16" ZIP SHEATHING SYSTEM (INSTALLED PER w .814EA5HII80 OR CMU -WRB LAYER "l, STUCCO WRAP (FRAME ONLY) i" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (GMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED z 5"X5' 'ILII TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) N CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W HOUSE ¢ WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING 0 EXTEND ONTO PIPE I' OR LESS PIPE PENEtR 4TION �. `t`•. )7t `;` a ... CUT AND OVERLAP ONE SIDE OF SELF -•ADHERING MEMBRANE FLASHING STEE! 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 SELF -ADHERING MEMBRANE STEP 02 FLASHING WRB LAYER 01, STUCCO WRAP WRB LAYER 82, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 41x4' 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 COAT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) 3 FIFE i=NETRA.TION N.T.Q. Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TAIL Reviewed for Code Compliance Universal Engineering Sciences DRAIN rz;E RL ANE (UJRB LA*T'ER #1, STUCCO WFRA1=) UJRB LA,rER *2 (FORTIFIBER—'—'—.—'— — 5JiLDING 1=',4fi ER) 1`*IFFTAL LATH X X X X STUCCO a WOOD OR T/1(" ZIP UJ)4LL SHEATHING ( INSTALLED PER M,4NUF. SPECS.) SELF-ADHE51VE FLASHING — — — — — — NOTE: 1"IETAL LATH: LATH TO BE 1=ER SECTION R103_�.1 /)4ST1"I C-B�-lea, 1„IIN. 2.5 L5S. RE R SO. �rARD (UT I L I TNI' OR N2* 1 INAL LATH DOE55 NOT 1IEET SRECIFIGATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT ATE: 02/ 25/ 21 D SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES I BACKER ROD I BACKER ROD IWR5 LAYER 01, STUCCO WRAP WOOD CONSTUCTION a' CMU 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,Y4' CAULKING a JOINT ALL AROUND Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH � WRB LAYER 62, FORTIRBER BUILDING PAPER WOOD SHEATHING FRAME) (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FOWIF15ER BUILDING PAPER tETAL LATH VINYL CASING BEAD 6' RAISED BAND Ye' TON MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER ( FRAME TO BLOCK) LEGEND DRAINAGE FLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER *2 (FORTIF15ER — - — - — - — — 5UfLDING PAPER) METAL LATH x—x—x—x STUCCO y •... WOOD OR 1/16" ZIF WALL SHEATHING (INSTALLED PER MANUF. SPECS.) 5EL1=-ADHE5IVE FLASHING — — — — NOTE - METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-84-I-14a, MIN. 2.5 L55. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC11=1CATION5) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) 5EALANT ID TOP E SIDES 6B DRYER VENT (BLOCK) 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / NOTE: �/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T_S. AAM=AA STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION =01D CONSTRUCTION (1/16' ZIP SHEATHHI�NI,G SYSTEM WN6OULE?47 -IIIV� SPECS.) OR WR5 LAYER 01, STUCCO WRAP WR5 LAYER *2, FORTIRBER BUILDING PAPER 8" THICK, 3 COAT CEMENT PLASTER Ya" TO Ya" MID -WALL .JEEP SCREED I:. N�6" SELF-ADHESIVE I FLASHING t? WOOD FRAMED ` WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "t mot' 1CC11 OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARSER 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 I HAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 7/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WR5 LAYER 41, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION 7/8' TEXTURED FINISH ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER • -I' O.C. MAX a' CMU y Ye' TO J5' MID -WALL WEEP SCREED Z, 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING s TEXTURED FINISH • MASONRY 76 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATI-IING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER 01, STUCCO WRAP 5TF *'1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5T E F '*3 f� WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING 5 TE f .# 5T F #(oC� ELECTRICAL RECEPTACLE Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT{: 04321.200 005R1 MODEL. 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON Illik- AR NO 17305 PRINT 25 02 21 DATE: / / SCALE: 1/4" V-0"' WA2 WOOD SHEATHING EXT. WOOD FRAMED COLUMN SHEATHING WALL WRB LAYER 01, ; WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING — I_: ;; BARRIER 01 3' X 3' 26 GA. GALV. WEATHER NER RESISTIVE WRB LAYER 02, FORTIFIBER I I' WOOD METAL_ DRIP EDGE CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS FINISH LAYER (2 LAYER BARRIER "2 PEEL < STICK) ` SET IN FULL BED OF = I: ' THICK 3 COAT CEMENT �r 3/a' HAT CHANNEL WEATHER RESISTIVE 6' PEEL : SEALANT,' MIN. 1. I 6 SAE. ' TYPE 'X' DRYWALL PLASTER BARRIER "I SPACE FROM PEEL 4 STICK 6' SAE. a TOP OF WEEP SCREED WEATHER RESISTIVE STICK a DRIP FACE TO TREX + TO SHEATHING BEHIND WEEP SCREED BARRIER 02 EDGE TO ! �: 1 X2'x3' VFLASHING FULLY EMBEDDED ...- DECK _- ` �' IN ROOF CEMENT WOOD SHEATHING �`� 4' POSITIVE DRAIN �' THICK, 3 GOAT CEMENT 3 V RIES 1 WEEP SCREED PLASTER 1 V X 3' 26 GA. GALV- + METAL LATH Ya' GAP FOR BACKER METAL DRIP EDGE WRB LAYER 01 + _ ` ROD t SEALANT SET IN FULL BED Or - STUCCO WRAP ; �\ WOOD SHEATHING I VX1 V4' P.T. OR SIMULATED %'a' GAP FOR BACKER SEALANT, V MIN. �� WOOD (TREX) FILLER ROD 4 SEALANT THICK, 3 COAT CEMENT C AD SPACE FROM DRIP v CONTINUOUS + VINYL CASING BE PLASTER _ ` 1-± I` FACE TO TREX WEATHER RESISTIVE ` 6' SELF-ADHEREING WATER PROOFING 1st i WEATHER RESISTIVE VINYL CASING BEAD 4 r BARRIER 01 AM 6-WFWG--I80 CUSTOM CASING A i .FLASHING WRAPPED LAYER (2 LAYER PEEL BARRIER 01 I. i + ` EXTERIOR GRADE WEATHER RESISTIVE + , = `•�� a TOP OF WEEP SCREED STICK) WRAPPED FROM + ' DRY WALL WEATHER RESISTIVE WATER PROOFING let I_.. / BARRIER °2 TO SHEATHING BELOW BALCONY DECK TO �� �::, /i ..—j, ; ;: ••,ZXIPDr+reni55■o i BARRIER *2 LAYER C2 LAYER PEEL __ EXTERIOR COLUMN THICK, 3 COAT CEMENT CANTILEVER ^FQ°�''""T 4 STICK) \ `'cu COLUMN SHEATHING firWRB LAYER 01, 4' POSITIVE DRAIN PLASTER 6' PEEL 4 STICK a ; , STUCCO WRAP WEEP SCREED VINYL CORNER BEA :, : •,i ,, i �� D DECK MEMBRANE DRIP EDGE t0 DECK EXTEND OVER DRIP \ V SAE. u PEEL < STICK Jfz'x3' L FLASHING vz� > , ' ;s: -� WRB LAYER •2, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR 1 _ EDGE I BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® FULLY EMBEDDED IN 3' X 3 26 GA. GALV. SUB FLOOR ! "----------_"" SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE ® ROOF CEMENT iy;•:�'_,.;. -. _. .. + ---------------- --- !SET IN FULL BED of SELF-ADHEREING j I J'Z' X 3' 26 GA. GALV. I 'XI -ya' P-T. OR SIMULATED i SEALANT, Y,' M[N. METAL DRIP EDGE + FLASHING WRAPPED -• I �i Xl P. OR 51MULATEp + SPACE FROM DRIP WRB LAYER "1, ` WOOD (TREX) FILLER, _ /FAGS TO TREX WOOD (TREX) FILLER, + o CORNER OF CANTILEVER SET IN FULL BED OF STUCCO WRAP , CONTINUOUS / SEALANT, V MIN. 1 u 4' POSITIVE DRAIN �- VINYL CASING BEAD I SPACE FROM DRIP AMICO AM66-WFWC-"180 `�� 1 � WEEP SCREED Ya' GAP FOR BAGKE I - CONTINUOUS CUSTOM CASING BEAD \ ROD 4 SEALANT ! WATER PROOFING lot I FACE TO TREX FINISH LAYER (2 LAYER ! LAYER (2 LAYER PEEL 4 O GAP FOR SEALANT VINYL CASING BEAD - -- OPT. BACKER ROD. PEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING let IIJEVER DRIP MODIFIED903/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL t NO GAP IN FIELD HAT CHANNEL CANTILEVER 3/4 RESILIENT I STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: @PANT VINYL CASING BEAD I J' THICK, 3 GOAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE I PLASTER I CANTILEVER VINYL CASING BEAD 9 CASING BEAD INSTALLED, PLEASE SEE METAL LATH ! �' THICK, 3 COAT CEMENT MANUFACTURERS 5/8' TYPE 'X' DRYWALL WOOD SHE PLASTER 1®p DTL. ® C ANT. INSTALLATION PROCEDURES W/TEXTUREP 4 PAINTED WEATHER RESISTIVE 5/8' TYPE 'X' DRYWALL ! METAL LATH �1 SCALE: 11/2'=1'-0' L E G E N D FINISH BARRIER 01 W/TEXTURED 4 PAINTED I' WEATHER RESISTIVE FINISH WOOD SHEATHING THICK, 3 COAT CEMENT BARRIER "2 DRAINAGE PLANE (WR5 PLASTER WEEP POSITIVE DRAIN P THICK, 3 GOAT CEMENT WEEP SCREED DRAINTIVE NOTE, VINYL CORNER BEAD PLASTER NO GAP IN FIELD LATER #1, STUCCO LJRAP) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD SSHALR4ON FOR ACCESSORIES OF METAL LATH: LATH TO E3E �'ER SECTION Y (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD R103.1.1 / A5TM C-84T -14a, MIN. 2.5 L55. WR5 LATER #2 (FORTIFIBER ...... - — SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION ® COLUMN LATH DOES NOT MEET SPECIFICATIONS) METAL LATE x x x x (rl," FLASHING) SCALE: NTS NOTE: WOOD CONSTRUCTION STUCCO ° WOOD SHEATHING NOTE: IF ZIP SHEAT ING SYS T IS t IF ZIP SHEATHING SYSTEM IS INSTALLED, EASE INSTALLED, PLEASE SEE MANUFACTURERS WEATHER RESISTIVE WOOD OR T/16ZIP WALL 2X FRAMING MEMBER WRB LAYER *I, a MANUFACTURERS INSTALLATI PROCE RES BARRIER "I STUCCO WRAP . ' INSTALLATION PROCEDURES 3/4 RESILIENT WEATHER RESISTIVE S�-IEAT�4INC-� HAT CHANNEL BARRIER "2 (INSTALLED PER MANUF. SPECS.) g" THICK, 3 GOAT CEMENT VINYL CASING BEAD SELF-AD�IESIVE FLAS1-IINCx - - - - - PLASTER WOOD SHEATHING y WRB LAYER "2, FORTIFIBER _ �' THICK, 3 GOAT DEMENT BUILDINGS PAPER — PLASTER` •- T 2 I/2" CORNER BEAD i B LAYS " -% — f FASTENED TO SHEATHINGS R P 5/8' TYPE 'X' DRYWALL METAL LATH STUCCO WRAP W/TEXTURED 4 PAINTED '` ::' ' , '`:•'.' . I O.G. MAX. METAL_ LATH — ' WOOD SHEATHING "' Y ' FINISH OR Tne• ZIP &MATNir3 ®YeTer1 = „X"- (INSTALLM PER MANUF. ®F'EG6-) ' THICK, 3 GOAT CEMENT (2) 2x12 HEADER �' THICK, 3 GOAT CEMENT ! i i WRB LATER *2, F0RT11=1BER PLASTER r `� I �F �, I •. , BUILDING PAPER PLASTER x' � WRB LATER '°l, ro "SELF -ADHERING , METAL LATH 4' POSITIVE DRAIN °- WEEP SCREED :' FLASHING `� _ J VINYL CORNER BE STUCCO WRAP THICK, 3 COAT CEMENT j z WOOD SHEATHING VINYL s" VINYL CASING BEAD NO GAP IN FIELD I 1 VIEW FOR PLASTER (SHOWN FOR CLARIFICATION OF L ' { CLARITY) � SEPARATE ACCESSORIES ONLY) METAL LATH DRIP-_C:AP + ` 11D DRIP EDGE WR8 LAYER2, FORTH=IBER :. 4 INSTALLATION BUILDING PAPER WINDOW FLANGE— ter` MORE: CORNER BEAD k FRAME WRBL ARP IF ZIP SHEATHING S S EM IS F WOOD GONStRUGItON � � A STUGG WRAP .. INSTALLED, PLEAS S E MANUFACTURERS BARRIER "1 2 1/211 BER ''. WEARIER RESISTIVE CORNER BEAD INSTALLATION PRo E URES — WRB LAYER 02, FORTIFI WEATHER RESISTIVE . (FASTENER 8 SPACING 1" O.G.) BUILDING PAPER' BARRIER 02 C14 METAL LATH I ■ VINYL CASING BEAD y i i �' THICK, 3 GOAT CEMENT N .:. ■ 1 ■ I PLASTER THICK, 3 COAT CEMENT i ■ j 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER i W/TEXTURED 4 PAINTED FINISH W92- 2 1I0 4hG(o"SELF-ADHERIN�s ' ' ■ (I�S*ApRt�SYSTEM HEADER/BEAI UP. SPECS.) CMIJ FLASHING THICK, 3 GOAT CEMENT FIEA�EWSEAI I •" i PLASTER i - 1/2" THICK, 2 COAT CEMENT VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN PLASTER APPLIED DRIP GAP i WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF Reviewed for Code SEPARATE ACCESSORIES ONLY) 14 CORNER BEAD BLOCK LASING BEAD C� WINDOW Universal Engineering 1 � ��� Sciences 11EDRIP EDGE INSTALLATION ( FRAME, NO BAND 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #5 PROJECTij: 04321.200 005R1 MODEL 1756 "EASTHAT GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: FEB 2 4 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2125 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER 1, STUCCO WRAP —� WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER ro "SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD -� DRIP CAP WINDOW FLANGE CASING 1 5 C (FRAME, W/BAND) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING I WRB LAYER 01, STUCCO WRAP i WRB LAYER 02, FORTIF15ER BUILDING PAPER I ' I = METAL LATH (EXPLODED 8" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYE STUCCO WF VINYL AN CASING E WRB LAYE BUILDING I METAL LA" J" THICK, 3 PLASTER 6 "SELF -A FLASHING WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER *2, FORTIF15ER BUILDING PAPER $" THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD DRIP CA WINDOW : �..,...� BEAD (6) WINDOW NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ,V4" CHAP TYP CASING BEAD TO TRIM 1X TRIM MEMBER a STUCCO TO SIDING TRANSITION SIDING - J' THICK, 3 COAT CEMENT PLASTER ; -METAL LATH ,' SEALANT WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING - I I WRB LAYER Oil, WRB LAYER 01, STUCCO WRAP STUCCO WRAP CASING BEAD 6" SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 RESISTIVE BARRIER / \ gg(( / W/ N16yVEALP SIDING // / \ W SELF -ADHERING / I FLASHING 6' SELF -ADHERING I I FLASHING d WEATHER RESISTIVE BARRIER w ER RESISTIVE / STARTER STRIP \\ \\ WEATHER BARDO NOT CAULK OR I \ P/ 6' SELF -ADHERING SEAL OPENING I � FLASHING \ �^' GALV'D METAL GALV'D METAL ` 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR I Y1 k 6' SIMULATEp _ SEAL OPENING WOOD TRIM MEMBER . STUCCO CASING V \ BEAD LUOOD SI4E,4T�4 ING / I Y' X 6' SIMULATED W�OD TRIM MEMBER 4 \ IkSTUC2CO SEAL GAP W/CAULKING OR APPROVED SEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION NOTE - METAL LATH. LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a MIN. 2.E� LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME 2X FRAMING MEMBER CONSTRUCTIONWRI5 III1�'WOOD L,4IEF, #1/BEYOND SHEATHINGi'WEATHER FLASHINGDHERING ST�CCO ����WOOD RESISTIVEIIER WEATHER BARRIER M RESISTIVE 1 01 TO LAP // I \ (V WEATHER RESISTIVE MMIIN. BOVE TOP / \ / 02 / r OF 'Z'FLASHING 1T'�I WR5 LA�rEfis #2, fOfRT1P18EfR gB�A,RRIEyR IlTblie ALPSIDINGdI t 5UILDING PAVER 6' SELF -ADHERING WEATHER RESISTIVE BARRIER 01 FLASHINGWEATHER RESISTIVE / BARRIER 02 STARTER STRIP GALV'D METAL DO NOT CAULK OR I 'Z' FLASHING rt 11 THICK 3 COAT CE1 IENT SEAL OPENING \ / �" DO NOT CAULK OR -- SEAL OPENING (EXPLODED S �,— VIEW FOR �L�ASTEfR GALV'D ING 'Z' FLASHING I P BARRIWEATHER 01 TO LAP BARRIER "I TO LAP CLARITY) I Y4 X 6' SIMULATED WOOD TRIM MEMBER W MIN. ABOVE TOP OF 'Z' FLASHING 1 E-Z BEAD VINYL CASING I Ya' X 6' SIMULATED (W/%' FLEXIBLE PVC \ / I WOOD TRIM MEMBER BACKER ROD) \ / I SELF -ADHERING 6' SELF -ADHERING I r I 1 FLASHING FLASHING Ifi' THICK 3 GOAT SEAL GAP W/CAULKING I CEMENT PLASTER 4.:- OR APPROVED SEALANT WEATHER RESISTIVE HEATHER RESISTIVE BARRIER 01 BARRIER M CASING BEAD kle') RAISED WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER *2 (W/%' FLEXIBLE PVC BACKER ROD) BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE 1 7 A @) FRAME TO FRAME BARRIER 02 SCALE: 1 1/2"=1'-O" TRANSITION 1( Q 1?i SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 16A-E z ----------------------------- i" THICK, 3 COAT CEMENT PLASTER METAL LATH a�. ''.._ .• '4 WRB LAYER 02 FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%" FLEXIBLE PVC, BACKER ROD) `--WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6" SELF ADHESIVE FLASHING I I WOOD SHEATHING I r DETAIL BELOW EXPLODED i FOR CLARITY ______________ i -------------------- .- -------------- ---------------------------------------------- y4" GAP TYF' g" THICK, 3 COAT CEMENT ```��`,� CASING SEAD PLASTER I WINDOW —METAL LATH `�� WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP ro" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING (W/3/8' FLEXIBLE PVC BACKER ROD) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BEAD tiVINDOW CASINGI Reviewed for Code Compliance Universal Engineering a] Sciences LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIF15ER — - —' — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO I I WOOD OR 1/16" ZIP WALL SHEATHING (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — — — — 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: FEB 2 b 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 022521 / / SCALE: 1 /4"=1' - 0" SHEET 111 W �. 2I 2xlo SUB -BAND W/1 "x4" NOTCH e END, WRAPPED IN PEEL & STICK DRIP EDGE -1/8" TEXTURED FINISH -a WOOD 1/2" TEXTURED FINISH Q CMU 1� I� I� I� � 1 I � / 1 METAL FASCIA 1 WRAP Ys" FROM STUCCO, 1" FROM WOOD WALL 11 EXTERIOR WALL (FRAME OR CMU) 1> N, NOTE: NOTCH FOR 2X(o SUB BAND ONLY \ �\ 1 )ELEVATION METAL FASCIA WRAP 2X6 SUB BAND) ( ) FL AN 5- —ROOF KICK OUT REMOVED �\ FOR CLARITY %—ROOF DECK (BEYOND) \\ 1 \ \ DRIP EDGE, 1" OFF WALL. NOT INTO STUCCO) -1/8" TEXTURED FINISH 6 WOOD, 1/2" TEXTURED FINISH E) CMU 2xfio SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH + CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT SUB BAND DETAIL @) WALL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEAS S E EE MANUFACTURERS INSTALLATION K":. PROCEDURES PRE-ENG'D TRUSS TO BE CUT 9 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0' SCABBED TO TRUSS W/126 NAILS roll-8' O.G. MAX. 2x SUB -BAND W/ly"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 11 SUB BAND DETAIL (9) WALL -W/KIC K— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2Hx4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY2"x4" NOTCH al Reviewed for Code END, WRAPPED IN Compliance Engineering U0niversal En y PEEL 8 STICK Sciences *ROOF: CEMENT G ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrou'p.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAM" GARAGE STnNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 60 MPH EX.'. ARCHITECT STATE OF FLORIDA B 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 25 21 DATE: / / SCALE: 1 /4"=1' - 0'1 SHE�E �T % 9 V A(D' v 09 N 4" CONC. SLAB 3 -6" m 14'-0" ..... ...... _ {I 1 40'-0' Wa 12'-0„ m 9'-4" 8'-0" ,_4„ -,r—F 1-24X24 0 o FM-12x12 3——FM-12X18 — —� 1 00 N NI W LL x 4" CONC. a 0� N SLAB -j a Ig 2 o It w N X a0 N w 6,_2„ ,'-6"' i L— —_ FM-12X18 1 EXTEND 1., 0'-0 , SLAB 1 1/2" TOP OF N SLAB bo •I N � 00 I I' ❑• N �LL o I ' 17'-6„ I• 21 -10' i IEl 00 LO O � I - r �+ u-I V � 4„ PVC CV = O CHASE m v � L„ AI 12,-g' , Z, 8„ 1-420'-8" TE-1— ., 5 1!2 TEND i :: 9 N w ~ 1 AB 1 1/2" EXTEND v 1., SLAB 1 1/2" ' L -X18 N 5 2,_6" ;FM I 1T I El V-7, T-5„ I 4" CONC.I SLAB d o w n. Ico ' 00 I1/2' N *--3 FM-12x12 IN L----j • I� ILL N co w W a X 1 2 ° 1.1 ❑ u- I m r En 2 , A\ FMC-12X18 FMC-12X18 I 00 ' j FM-12X18 1 M N 16-0" 20'-0" 4 2'-0" 3,-8" 6_011 6,_$„ 13,-4„ 40_0„ FOVNDATION PLAN L FOUNDATION NOTES 1 SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR OMPACTING REQUIREMENTS. 2 TOP OF FINISHED SLAB SHALL BE +4-0". . COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. TPROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER ERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: ROVIDE 1/2" FELT PAPER AT THE JOINT. . COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. . SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. . 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. 1 SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, EIINDICATES #6 BAR ■INDICATES #7 BAR VERTICAL EINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE COKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 OOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS 112 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 TRANSFERREINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 114. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: ) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION ) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE EQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION HALL BE IN ACCORDANCE WITH TMS 402/602-16 USING F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 13. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF'SLAB SUPPORTED 3-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1 STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING ODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF REMARKS 6x6 W1 AxW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER PROVID FOOTING SCHEDULE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x 8 12" CONTINUOUS 18" - (2) #5's FM-12x 2 12' CONTINUOUS 12' - (2) #5's TE-1 8" SEE PLAN 8' - (1) #5's FM24X�4 12' CONTINUOUS 18' -' (2) #5's VARIES 24' 24" 12" (2) #5's (2) #5 s (-)0'-0" 24' 24" 12' (2)#5's (2)#5s (-)0'-4" SECURE - STRAP TO CONIC. W/ (2)-3/16'X2' TAP-CONS� CONC.- SLAB Reviewed for Code COmpliancc Universal Engineering A/G SIMPS❑N WB Sciences UNIT ROLL STRAP OR EQUAL @ EACH iCORNER OF UNIT SECURE STRAP TO UNITS W/ (2) #8xl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 1194 H WY A1A, SUITE 30: NDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 Imb �� :1 \�@0 1 \�®\z Z mw z era N, , E F SLTBDIv. 8e LOT , CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL 1756 "EASTHAM" GARAGE S WING c LEFT PAGE: € f, FOUNDATION PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA i Ed242021 MICHAEL C. AND AR NO V305 n� PRINT 25 ' ]DATE: 02 21 % / SCALE:1/4"=i' O" SHEET S 1 `,I Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS rt Q Fv m Lu 00 V J O z 8'' CMU WALL AM M e' SEE SLAB SCHEDULE EXT. PORCH SLAB ? d < 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT(WHERE = • • APPLICABLE)' Z SEE SCHEDULE FOR WXD, BAR SIZE, iv AND BAR QUANTITY TOP OF BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" r.�'�EXTERIOR MONO -FOOTING BOLLARD SCALE: 3/4"=V-0" 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 h SECURE FLANGE TO SLAB W/(4) 1 /4" X 2 1 /4" TAPCONS SCALE: 3/4"1 MIN. OF 48" _71 COMMON \2- 4" O/C BTM. VERIFY HEIGHTVER LA STUD OF WALL W/ PLAN 2x4 OR 2x6 WOO BEARING PROVIDE BLOCKING WALL W/ SYP No 2 TUDS SEE PLANS FOR SPACIN SINGLE SECURE BT. P E TO BTM: PLATE TO BE PT. S /10d SONRY NAIL PROVIDE DBL. TOP PLAT O! T GERED. A T L METAL C N TORS NOT RED WHEN NO FT IS PRESENT SEE SLAB SCHEDULE TOP OF SLABd`` < SEE SCHEDULE r FOR WXD, BAR SIZE r D BAR QUANTITY INTE R FOUNDATION OD WALL 9 SCALE: 3/4"=VI (NO P L I FT) STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND C SPACING REQUIREMENTS W m U W va Q J) •' Op 8" CMU WALL o - Z TOP OF SLAB aL -VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 112" ISOLATION ` 6" CHAMFER (2-STORY) JOINT (WHERE •-ii SEE SCHEDULE APPLICABLE) Z FOR WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO-FOOTING C2� @ GARAGE SCALE:3/4"=V-0" w: J NEW REINF. BAR O 0- SECURED W/2-PART a I EPDXY. MIN. EMBED J 8", LINO Q — FOLLOW ALL MANF. = SPECIFICATIONS FOR USE AND I ~ do 4' 4 PREPARATION OF (.0 Z �r t¢� HOLE. w J i O Oi, / QQ� 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO 6 MONOLITHIC FOUNDATION SCALE: 3/4"=1 -0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o }a Lu Q m U V cc J a p � 8" CMU W 0 M Z >e ^ SEE SLAB SCHEDULE Z Z "ISOLATED" COLUMN PAD 01 d a CENTERED UNDER WALL AND co r POURED MONOLITHICALLY WITH ---.= • FOUNDATION AND SLAB d SEE SCH ULE _ "• • FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 1 SCA :3/4"=1'-0" III 9 30" MIN. EACH WAY MONOLITHIC FOOTING . aPT_P a.. rT- r FM P alJII o . 1 CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH $ ^ WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF IS CONTINUOUS ° PI. MATCH AMOUNT OF CONTINUOUS BARS s v I°..'I CONTINUOUS STEEL MONOLITHIC P' FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEASI NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL __ SCALE: 3/4'=1'-0" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT ILS, 2-ROWS 4' O/C BTM. OF WALL EIGHT LA O OCCUR OVER STUDW/ PLAN 2x4 OR 2x OOD BEARING PROVIDE BLOCKI WALL W/ SY No 2 STUDS SE LANS FOR W/ TE TO SLAB P SPACING. SINGLE M. PLATE S BT. / 9 B E ANCHOR AB TO BE PT. PROVIDE L. TOP A ET IN HIGH STRENGT PLATS -1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" -SEE SLAB SCHEDULE a TOP OF SLAB a < ' EQ. EQ. SEE S EDULE FOR WxD, R SIZE AND BAR QUA ITY TERIOR CURB FOUNDATION WOOD LL'' SCALE: 3/4"=1'-0" (W/ U P L I FOR NRY SET EV: RECESS AROUND GARAGE DOOR OPENING 4 SCALE' 3!4"=1'=D" LAP TOP PLATE A MIN OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4 O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE' SECURE BT.'PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL' METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. SEE SLAB SCHEDULE a + D 0„ TOP OF SLAB 4 a d.' d , e • el♦ 4 EQ. EQ.,---SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR' CURB FOUNDATION WOOD WALL $ SGALE:3/4"=1'-0" (NO UPLIFT) Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND IL SPACING REQUIREMENTS O � Z 8" CMU WALL - SLABFSAT P OA q e Z SEE SLAB SCHEDULE dae EXT. d a , o- PORCH SLAB W/ 1/2" ISOLATION 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z ' MATCH STEEL � REINFORCEMENT 6" PVC CHASE PER SCHEDULE THRU FOOTING W n d. . o 'q i 4 4' 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY P C CHASE 11 THRU FOOTING SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences BA SIZE 48 BAR DIA. #'3 18" #4 24" #5 30" 6 36" 7 42" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, r FLORIDA 329317 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 d svBDIV. ;. CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEIe: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: I� DETAILS3 i 60 MPH U ARCHIFECT� STATE OF FLI t FEB 2 4 2021 4, MICHAEL C. ANDERF,DH AR NO 17305 PRI7T. 02/25/21 SPLEET '] Aug SI.I r PAVERS +- 0'-0" J\ TOP OF SLAB ~ r SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING 1 AT ALL PAVER AREAS SCALE:1/2"=1'-0" 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. I PROVIDE DBL. TOP PLATE I SIMPSON SPH4 OR SPH6. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d 3 x 3" VERIFY HEIGHT OF WALL W/ PLAN =16170501QIWh1C4IP[0 SECURE BT. PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHORW/2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 16 OC MAX. r-SEE SLAB SCHEDULE OF SLAB d` .e ..a e d a SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 SCALE: 3/4"=1'-0' (W� UPLIFT) MIN. 10"T EAD W/ 1" NOSE #4 REBAR (TYP.) TOP OF SLAB Z 1/2" RADIUS OR W JA CHAMFER zwO w.�.w w W �w z�w g O 0 :�ANW rmc� i v C2ECTERIOR STAIR DETAIL SCALE'1/2"=1-0" ;, - STEEL REINFORCING IN GROUT D CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8" CMU WALL w o SEE SLAB SCHEDULE a .d a � o Xw_�SEESCHEDULE FOR WXD, BAR SIZE I zi AND BAR QUANTITY INTERIOR CURB FOUNDATION CMU WALL SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND z SPACING REQUIREMENTS } 8" CMU WALL coW - V J m y SEE SLAB SCHEDULE 0 TOP OF SLAB'd' e a l A. :0 < SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY r,_'N�\INTERIOR FOUNDATION CMU WALL SCALE: 3/4"=1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I a a a a SUBDIV. 8e TOT- CREEKSIDE PHASE 2 LOT #5 'ROJECT# 04321200 005R1 dODEU- 1756 "EASTHAM" PAGE: I,•i DETAILS 60 MPH EXP. Reviewed for Code Compliance FEB 2 4 2021 _ " `' -.4 Universal En®incon@ Scienraa MICHAEL C. ANDERSON AR NO 17305 PRINT DATE� - 02 21 25 SCALE: 1/4 =110-0" SHEET SI .z :...... .... ...x- ZUMMF t" ..`,., .7. ., .r ,, ,.�7 <s �.:'.2 .. .'ts€•.�fit. :s`?"'rr-se3`�. � .as C:mJ'. ;' r. `�{..., µ.".y.�. n,7a. '....SA.., 30'_4" 71 25'-8" -10" 24' 17'-6" 13'-8" 7 -8 Ul El la ilwi IL-ii W IEIIEI El° 20 o 8'-10" 0 III III T C9 6'-1 : v 0 I0 IG L18'-4" DOWEL PLAN SCALE: 1/4 = 1'-0" I M 2194 HWY A1A, SUj INDIAN HARBOUR FLORIDA 3293PH 321-802-35www.abd esigngrou%A� k 000332 r err: w� % CREEKSIDE PHASE 2 LOT #5 ]PROJECT# 04321.200/005R1 MODEL: �s 1756 "EASTHAM"J 11 GARAGE SWING: r: LEFT DOWEL PA P i PLAN ti`^.r1.37. '4T7F�°y.:4..: J ^ry +u xC R."R't YR+Sfi§a ARCHITECT: " STATIE OF FLORIDA Revlewed+e!9@HK FEB 2 4 2021 univ@rf3@i €j91mming MICHAEL C. ANDERSON AR NO 17305 25 F, PRINT 02 21 DATE• / / SCALE: 1/4"=1'-O" SHEET S1.2 77,- .-.ti uu �,an TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND BEAM VARIES PER ELEV. e e Z e. V e a d s ,a 41. ' d d a i J a . Q Q CLEAN OUT REQUIRED FOR INSPECTION Q M V +' e o� `7OL 0'-0" FIN. FLR. A TIE VERTICALREBAR a < a , TO HORIZONTAL, d a. REBAR W/ 10" HOOK a d. e ZLu ih U HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1' 0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM a e Z_ G ' d a a N r e9. L7 a e a a d +• a e VARIES PER ELEV. J 1. Q Q m ° m 00 �� 00 e V C 0 ' a 10" HOOK ' e O I. M 4. de LLJ LL Ir n 0. e..° a ° ° v.9 a .. ,.` e Z N e'a e. '.e' °. a 00 U� '+. a 4' °� .'a m e.. O m a - d. V ° d O q1LL� A- d OFFSET METHOD CONTINUOUS METHOD HORIZONTAL/VERTICAL 2 REINFORCING SCALE' 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" CMU UNIT DIMENSIONS ARE No SIZES MASONRY SYMBOLS l SCALE:3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 r 1111111 SUBDIV. 8e LOT CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 EASTHAM r GARAGE S WING: LEFT r; PAGE: DETAILS A t 60 MPH EXP. CF„ M? ARCHITECT= STATE OF FLORIDA ~ 1 i a: FEB 2 4 2021 P, e3 MICHAEL C. ANDEE^1 AR NO PRINT 02 25 21Y' DATE: / / SCALE: 1/4"-1'-0" SHEET S1. 1a 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL: 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ TO.A = TOP OF ARCH / T.O.S - OP F SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. =FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (PSI) SIZE W'xH' REINFORCEMENT STIRRUPS EMA KS BTM. TOP MID SIZE SPACING 13131 MASONRY 3000 8x8 — (1) #5 — N/A — GRO TED' SOLID B132 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED:SOLID 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.aldesigngroup.com e CREEKSIDE PHASE 2 LOT #5 1 k , PROJECT# r 04321.200 005R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND r NOTES 60 MPH EXP.".{ 7 v�., , : #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W110" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER &RE�INFORCING OF BOND BEAM SCALE: 3/4"=P-0" SINGLE BOND BEAM AT'HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 7p, 2k 0 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W!' STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3!4"=1'-0" JN� PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. 8X8 CMU PIER W1 SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL. 7� SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 314"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" � 1#ii lst- 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE RPLACE STEELEINFORCING HEIGHT MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING L2) 4 ( 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURS TYP. 8"xl6" �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL TH BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. TH STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUO S THROUGH THE 1#5 TOP OF THE LINTEL. �N�o 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. $ / 2 W 8x16 DEL. BOND TOP OF 8 EAM W/ (1)#5 BAR .�' BOND BEAM EACH COURSE W/8BOND (11) 5 BAR AM -BOND BEAM TOP OF �- F = FILLED W/ GROUT 1 U = UNFILLED GROUT SOLID FROM TOP + NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF COS'SIN E BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 6-1 T/1 M/OB 8x8PRE-CAST CONCRETE PgS�F�Ez NOMINAL —�� LINTEL W/ (1) #5 BAR (1-2)MASONRY b P� HEIGHT' # OF #5'S, TOP LENGTH OF BAR = WIDTH OF OPENING -2" IT IS THIS ENGINEERS INTENT' BOND BEAM COURSE. OR ^ BEAM DESIGNATION THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S. BOTTOM 8X8 PRE -CAST CONCRETE : 2 SCALE: 314"=1 -0" AND XFXx-1T/OM/OB INDICATES:A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL.(LI) REFER IT IS THIS ENGINEERS INTENT - TO PLAN FOR LOCATIONS AND XUXX— 1Tl1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED __ TOP LINTEL OF OPE AND.XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAMABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" 0 C MAX. MIN 1-1/4" EMBEDMENT a 3 1/A" 2x6 (MIN 2 X 3) 2-3/16 TAPCON N PRE -CAST � -a ' WINDOW OR DRIVE PIN MIN SHANK r SILL z ° SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" u SLOPE v FROM EACH END AND 18" O.C. MAX. MIN 1-1/4 m EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON ORDRIVEPIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SH EATHING W! 18" O.C. MAX. MIN 1-1/4 MIN. 2-12d PER BLK EAEND EMBEDMENT TYPICAL MASONRY WINDOW 7/,6"QSBSHEATHING --CMU WALL SILL CONSTRUCTION 4 5 ARCHWAY FRAMING DETAIL ^ SCALE: 1 1/2' =1'-0" I SINGLE #5 CORNER BAR; 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM - K_z I \ PROVIDE #5 BAR Reviewed OF ELEVATION fCode STEEL REINF. OF AT EACH SIDE Universal Engineering BOND. BEAM CHANGE Sciences CHANGE IN 7 €LEVATLON OF BOND BEAM SCALE. 3!4"=1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com illiim AA #: 0003325 sUBDIV. 8e LOT ) CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAM" GARAGE SWING LEFT PAGE: s, DETAILS d k; 60 MPH EXP C� f; ARCHITECT: TE OF FLORID A 4- ) FEB 2 4 2021 l' MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 25 21 SCALE: 1/4"'-1'—of, SHEET I I; f 11 1 11 11 11 "QUALITY" LOTT S CONCRETE / CAST-CRETE / QUALITY SAFE LOAD TABLES_ _ SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSI—F SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD -- POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-0191 16-lTroe 1TfOB 1T/OB 1T/OB -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID PE LENGTH TY8ffi-2T ed8.1T 8/181T 84204T 824-1T Bn8-tt 8132-1 T 818-18 16-1T/1 lT/18 lT/1B 8-lT/1B -lT/1B 8/1 2T �.2T &28n -2T 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-8" PRECAST 689 1024 6" 3'-PRECAST 1569 � - — 439-4 - 5263 6132 7001 2465 6113 6385 T708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3N5 4785 5587 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3060 3815 4670 6326 6079 1961 6113 7192 6524 7627 8751 1363 3815 4570 5325 W79 4'-0" PRECAST 819 533 1770 24M 3033 3866 4300 4 PRECAST 398 591 4r 4PRECAST ' 1207 2582- 3376 4043 4711 5379 1625 5743 7547 0752 6541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 3e86 4249 5'�" PRECAST 411 411 5'�' PRECAST 1016 _ law2374 2944 3513 4084 1319 4460 7198 7342 5780 MID 1016 2278 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2916 3387 1161 3M 5877 e036 6548 UM5'-10" 929 2080 25M 3107 3020 4133 6'-0" PRECAST 692 1139 32V 3031 3707 4383 5061 6'-0" PRECAST 410 721 6'-6' PRECAST 835 1201 1578 1955 2332 2709 1139 =7 4598 7054 10000 8825 835 1ffie 2329 2790 3251 3712 T$" PRECAST 570 938 2498 2205 2898 3191 3685 T-0" PRECAST 303 534 7'-T PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 4 W- " PRECAST 428 03 1593 2204 2481 2818 2821 �� " PRECAST 192 384 9 -4" PRECAST 454 586 _ 7 77 948 1129 1310 ON 1674 2298 3081 4099 4899 572 1318 1543 1969 2164 2519 " 10 -0 PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10'-6" PRECAST 356 468 012 755 899 1042 550 7407 1897 2781 3222 3784 5 04 1180 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2252 28M 3630 " 11-4 PRECAST 132 417 1 " 11 PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042� 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 -- 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 30 _ _ 30 484 575 845 414 1045 1365 1732 2316 2805 Tao 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 low 1968 2279 ' 14-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 4 33 528 609 390 978 1272 Iwo low 2389 378 717 981 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED i2 5W 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 16- 40 PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 15,40 PRESTRESSED 224 387 _ 464 574 684 793 412 1014 1340 1703 2118 2513 616 908 1134 1353 1572 1 Tom" PRESTRESSED N.R. NR NR NR NR NR NR , " 17 � PRESTRESSED N.R. 183 " 1 T� PRESTRESSED _230 187 - _ 328 -- 3 55 451 587 680 � am1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19-4" PRESTRESSED N.R. 148 191-C PRESTRESSED 162 268 348 430 513 595 235 736 959 12W 1467 1716 166 429 623 803 950 1098 211-4" PRESTRESSED N.R. NR NR NR NR NR NR � 21'" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 21,-- --- 308 381 454 527 180 596 833 1038 lies 1468 142 373 637 090 Ole 943 22-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 221- PRESTRESSED 137 _ 226 a 290 � 428 497 165 NO 784 992 1203 1381 137 358- 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 4'-0" PRESTRESSED F 124 174 245 902 380 418 In450 ON 824 1014 1147 124 319� 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 ROvle , for Code ti, a�n 2194 H WY A1A. SUI E 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Si7BDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 60 MPH EXP. ARCHZCT- 1 FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2125 DATE: 02 / / SCALE: 1/4"=V-0" SHEET s2o2- ' ' � � ���x/���|��������l~����� � / /vr��nn/n��� NOTES: 1 ALL STRAPS FOR ROOF TRUSSES TOBE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1 (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER 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 /`,uE GALvruv"ZEu` / 5 UNTELS/\�D�ASONRYBEA��3VVERED��k�NED8ASEDONCAST�CRETE ' � . / CONNECTERS ARE TO BE GALVANIZED. � � ' G LINTELS � CONCRETE L|NTELS 'v � � 7.BOTTOM OFLINTELS ARE TOBEPLACED ATTOP DFWINDOW, DOOR AND � CLEAR SPA, WOPENINGS. � 0.LINTELS SHALL HAVE 4^NOMINAL BEARING ("). Q.THE TRUSS FRAMING SHOWN |SSCHEMATIC |NNATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE � | FRAMING SCHEME SHOWN WILLCLOSELYPARALLEL FINAL TRUSS DESIGNERS� � DRAWINGS LAYOUT. SUBMIT FINAL TRUSS ' FOR THE ENGINEER'S REVIEWAND nrr/.v.,". | 10.rL*a'E 2n*r/ /OALIGN WITH TOP AND oo//ounvrnuur/nynncn � � SECURE 2xMEMBERS TOWALL WITH H|LT|X-ZF.P(]WIDER ACCTUAJEO FASTENER, ZF72P8S38..177''"x2T/8"LONG, WITH WASHER @ 10''{).C. 11.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ONEACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12.WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED [)N RATIONAL ANALYSIS. 13.ALL ELEVATIONS ARE REFERENCED FROM 8''0".F|N|SHFLOOR. UNLESS NOTED OTHERWISE. 1� 14.BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ONTHE FRAMING PLANS AND DETAIL ARE DRAWN /\S/\DIAGRAMMATIC � PURPOSES FOR MINIMUM SPANS AND MAXIMUM SP/\C|N8.THEGEDR/VW|NGS/\RE CONSTRUCTIONINTENDED AS A GUIDELINE FOR REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR8HALLPLACE THE DIAGONAL BRAE ADJACENT T0THE TRUSS WEB ASCONDITIONS ALLOW � | � � TRUSS MMUFACTUWR I ENGINEER NOTES: 1. ROOF GIRDERS W1 UPLIFT IN EXCESS OF 2,500 LBS SHALL BE 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONS113LE FOR ALL TRUSS TO TRUSS CONNECTIONS- 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ` GIRDER/TRUSS Y12X6BOT0M CHORD � � TRUSS BOTTOM "' �U BRAC|NG/BOTn]WY Vy E'`""A~K no CHORD W/W1|N(4)10d CHORD BRACING ;A- EREAPPLICABLE NA|LGFOnEACH �~ � CHORD CONNECTION GIRDERfTRUSS VN2X0BOTTOM CHORD TRUS8E8VN2X4 BOTTOM CHORD DIAGONAL —/ 2X4 SCAB NAILED TO \—DIAGONAL BRACING/BOTTOM TRUSS BOTTOM ( BRACING/BOTTOM CHORD BRACING W/MIN (4) 10d NAII CHORD BRACING FOR EACH CHORD CONNECTON ' DISSIMILAR BOTTOM CHORD BRACING @ MID RUN ` ` ' � � � c7 ` F` ` ` �`^ 15 uu � {} u- � L) �2 0 d o C5 (j 6 FRAMING G PLAN m m � � CJ4A IS- � CJ1A CJ3A CJ5A ' ' � C~ ./�� � . BLOCKING BETWEEN TRUSSES 24'U.C.TOE NAILED |UADJACENT TRUSSES VN(2)16dCOMMON NAILS SECURE TO BM. W1S|M98ONLTA2 USED TOBRACE TOP OFWALL. INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359J. CREEKSIDE PHASE 2 LOT #5 � � � � � ` � � � � � MODEIz 1756 GARAGE SWING: LEFT FRAMING PLAN 60 ARCHITECT - STATE OF FLOIRIDA � Reviewed for Code Compliance oowweaiEng/neenng � Sc.enmes f S3 AR NO 17,105 SSCALM: 1/4"=l'—O SHEET SH � � � ' ` ' � � � c7 ` F` ` ` �`^ 15 uu � {} u- � L) �2 0 d o C5 (j 6 FRAMING G PLAN m m � � CJ4A IS- � CJ1A CJ3A CJ5A ' ' � C~ ./�� � . BLOCKING BETWEEN TRUSSES 24'U.C.TOE NAILED |UADJACENT TRUSSES VN(2)16dCOMMON NAILS SECURE TO BM. W1S|M98ONLTA2 USED TOBRACE TOP OFWALL. INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359J. CREEKSIDE PHASE 2 LOT #5 � � � � � ` � � � � � MODEIz 1756 GARAGE SWING: LEFT FRAMING PLAN 60 ARCHITECT - STATE OF FLOIRIDA � Reviewed for Code Compliance oowweaiEng/neenng � Sc.enmes f S3 AR NO 17,105 SSCALM: 1/4"=l'—O SHEET SH � � � ' I ENGINEERED WOOD TRl1SSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH y (9) 1 Od x 1 Z' NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR (1) SIMPSON HETA 6 B-(2)SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR TH NOTE: APT SYP #2 2" z 4", 16d 1 NAILS TO TRUSS (12 ) x 1 z' SHEATHING FASTENER SCHEDULE" (9) 10d x 1 Z' NAILS O 6", 8" x 4'-0" MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE " W/ IOd NAILS, 2 ROWS, 3"'. OVER TRUSS (NOT SHOWN) MINIMUM CONCRE E O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2"k4", EMBEDMENT. USE CONJUNCTION WITH IN ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER (16) 10d x 3 4' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16dx 3 Z' NAILS TO GIRDER O/C TO FACILITATE ONE r5 ADDITIONAL PLY MAX. TO —A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN 1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4)1 x 5" TITEN HD TO CMU AND (12) SDS E ARCHITECTURAL 4" x 2 �' TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1 x2, 2x WOOD FAS IA (2) Z' x 5" TITEN HD TO CMU AND (18) SIDS 4' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS M SEE ARCHITECTU AL 3" TO GIRDER 12' O/C FOR REVIEW 2X SECURED W/ (3) 16d C�2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) Z" x 5"TITEN HD TO CMU AND (18) SIDS 4' x 3" 1x2 SECURED W/ 10d I MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON N ILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS,IL:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIND C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS/ S88­GIRDE- TYPICAL ROOF 41-0 RCONNECT' SCALE OR(S) 2a 2b 2c SCALE:3/4"=1'-0" GIRDER CONNECTOR(S) NOTCH DEPTH 1/4*D HOLE EDGE >5/8" T HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3OF SPAN ONLY tr—HOLE EDGE >5/8 BTM. PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" HOLE DIAMETER < 3/5*D DBL. STUD �v 6'-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) A. 14 # 1100 UPLIFT 3IMPSON — HTSM20 W/10 I Od TO TRUSS AND (4 1 /4" x 2 1/4" TITEN 2 ANCH RS TO CONT POURE iD LINTEL # 1900 UPLIFT J2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL VJ110 10d TO TRUSS AND (4 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR JGALt: 3/4"=1'-U'. (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d @ EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)"X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END 2x WOOD FASCIA 1x4 DIAGONAL SEE ARCHITECTURAL BTM, CHORD PRE-ENG GABLE TRUSS BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSS S SEE SCHEDULE FOR •� BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6-0" O/C —END WALL OR OTHE MAX„ OR 2x4 BTM: CHORD BRACING END TYPE CONDIT, N, IF 10'-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLA COMMON NAILS AT EACH CHORD INTERSECTIONTYP, BTM. CHORD BRACING 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) —SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN EMBED AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX —CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4"=l'-O" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFTAND 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 EQUIVALENTTO A SIMPSON H 10A OR LGT2, ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2FORCES. Reviewed for Code Rrel Compliance Universal Engineering Sciences ALTERNATE MATERIALS m0 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 x� w� o;�V�r� f 1 \" A `\ A C k a °4 1 Kam n; �r x SVHDIV. '8e LOTNf, s„ CREEKSIDE PHASE 2 LOT #5 i PROJECT# 04321.200 005R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS .60 MPH Xf, , y' rs FEB 2 4 2021 r� MICHAEL C. ANDERSON AR NO 17305 ;s PRINT ]DATE: 02 25 21 SCALE: 1/4"=1'-0" SCALE: 3/4"= SHEET S 3. 1 / � I PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT PLATE TO BLK W/ 1/2"DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX ® PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. ifMAX FOR STRAPPING VERIFY W/ TRUSS PLAN POURED LINTEL — LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 7 GABLE END RAGING W/ PRE-ENG Q GABLE TRUS� CMU WALL U i SCALE: 3/4"=1'-9' STRAP TRUSS TO PL. SEE SCHED. BELOW PER ELEVATION TRUSS TO TOP PLATE A-SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3 M0® PRE-ENG, ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD I SECURE TRUSS TO TOP PLATE w/ (F 16d'TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING I WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112" GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHOR W/2" WASHER,SET IN HIGH STRENGTH EPDXY 5.1/2" EMBED. MIN @ 16" OC MAX. :9a)SyTRUSS CONNECTION @_L.B.W. RE-ENG OOFTRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 Reviewed for Code C. Compliance Universal Engineering .01 Sciences S(1 0b 0b10c TRUSSA /VOOD POST CONNECTIONS SCALE: 3/4"=V-0" TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"' A.T R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST POST TO SLAIMONNECTION A&B -SIMPSON ABU44Z POST BASE IU:1,900 G:5,660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U'2,300 G 10,335 W/5/8 DIA. x6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB & (26) 16d x 2.1/2" NAILS TO POST. 07A] 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: �21-802-3591 www' . abq esigngrou p.com AA #: 0003325 j fi I �E1'ry `tl 9 1 5 Am� r � .j ICI I. 1 yi SXMDIV. da CREEKSIDE PHASE 2 LOT #5 PROJECT# 04321.200/005R1 MODEL: 1756 "EASTHAM" GeA AGE SWING: LEFT PAGE: DETAILS k60 MPH EXF. ARCHITECT- STATE OF FLORIDA FEB 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 DAIS 02/25/21"` SCALE: 1/4"=1'-0" SHEET S3.1 GABLE - END 11A" K ZONE 1 1-8.31 PSF(28.31) ZONE 2 = 31.68 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) "A"= N-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOFDIAPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 19/32"STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SHEATHING 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD' AND EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 1Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4`, OF NAIL REQUIREMENTS GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 RSRS-03 SCREW SHANK 170,000 RING (16-20 RINGS 8d SHANK, 23/8" 0.113 F1667 PER INCH) RSRS-01 SCREWSHANK SCREWSHANK 8d RING SHANK, 2 319' 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS I RAFTER OR TRUSS ROOF SHEATHING C9 EXTERIOR SHEATHING Z 0 USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & m BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOM GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r: 10d NAILS @ 4' O.C. ON EDGE AND 4" O.0 INFIELD 16"O.C.1F NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r 10d NAILS @ 4" O.C.ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16 O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J a V J z W Z ('7 0 0 W Y @) Z Cl T O 0 z a m Z In Z C7 t7 LU 10d RING SHANK GUN NAILS z U SEE "ROOF SHEATHING ATTACHMENT' i 0 TABLE FOR FIELD SPACING (O D z Z K O • TYP: EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING L��I W � 0 #8 2" DECK SCREWS @ 6" B" O.C. MAX @ 0.u1 EQGES.&.12" O.C. MAX IN FIELD. UNTFIREADED SHANK TO EXTEND BEYOND THICKNESS OF LU U SUB -FLOOR SHEATHING ❑ 0 - (O TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 7ENERAL RG I ES. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M, MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND o WOOD:- ,RC ITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6.h AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOC ,RTBS ITECTURAL.DRAWINGS FOR SLEEVES, DEPRESSIONS,ALL WOOD FOR BE/ . AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". )N TRUCTURALDRAWINGS. APPLICABLE BUILDING CODE STANDARDFBO-R 2020, 7th EDITION CRIPPLERS SILLS ,CI 318 -14 BUILDING CODE. REQUIREMENTS UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANETICITY - 1 400 OR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF OLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS - DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. - ELAS - , PRESSURE TREATE April 19, 2021 SHALL BE RATED T( d-L DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: BEAMS. SLABS,. CORROBORATE TEl REASON SHALL BE - Planning c Development SerV1C0S- HALL BE CONSTRUED TO APPLY TO ANY. SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND. BRACING FOR ALL CONCRETE COLUMNS, WALLS, XCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN. ACCORDANCE WITH ACI 347',.1LATEST W/ DOT SHALL BE H Building & Code Regulation Division - ' EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE TF 2300 Virginia Ave. ,LL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE IRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES. SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PI '. Fort Pierce, Fl. 34982 O T HE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART THE WORK. DPLANS AS THEY ARE NOTACONS CONSIDERED TO BE STR STRUCTURAL ITEMS THE LICT'URAL.DEPENDING PROVIDE SOLID BLC (772)462-21..72 )F ARE NOT PART OF STRUCTURALI ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2: '. RE: Permit- 'HE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UNTREATED WOOD D.R. Horton. Homes. - > COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND ' AT BEARING LOCAT- Cr---d Lot 5 ;EQUENCES TO INSURE SAFETY OF THE. BUILDING AND ITS COMPONENTS WELDED WIRE MESH: ree st e IURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE Response Letter -EMPORARY BRACING GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS. MINIMUMWOOD TRUSSLAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TORE DESIGNED APF -HE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED N-O" OC,.EACH WAY.:LUN IEQUIREMENTS AND SLAB -ON -GRADE ' THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE SEALED BY A PROOFSF[ For the above listed project,. the plans indicate 7/16" roof Sheathing on Sheet SNl. )O INOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: This is an error on the plans: The correct callout Shall be 19/32" sheathing thickness and CONNECTOR PLATE -O ORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTMA615A615M GRADE 40 IN. CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 the correct reference for wind pressures 1S ASCE 7-16 reference. MEETING THE REQU - GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE :IGN LOADS: W/ THE. TYPICAL. BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS. AND SPECIFICATIONS. DESIGN, FABRICATE - REVIEW. FABRICATION. HORIZONTAL STANDARDS FOR M@ - 20dF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTACP LBABELL LAP 6 x ASFOLLOWS: NO, UNSCHEDULED ED FIELD LAPS ARE #6 BARE 36CT t0 ENGINEER'S COMMENTARY AND 20 psf TOP CHORD -non-concurrent. : TYP. MIN LAPS SHALLWOOD TRUSSES. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO 10 psf BTM CHORD -non-concurrent #5 BAR -. 30" #7 BAR - 42"''.1 TRUSS MANUFACTUI PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH Gl DEAD LOAD DEAD LOAD '.. FOR ADDITIONAL INFORMATION. INTERSECTIONS OF 15 psf TOP CHORD 20 psf TOP CHORD (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 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 BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS''.. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAY6 NINo: DEAD LOAD .SPEED =16o MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK ATENDS. . STAGGER SPLICES WHERF-VERIPOSSIBLE. DETERMINATIONS F - .IVE.LOAD& UNIS HABITABLBE ATTIC WITHOUT STORAGE: (ACE 7-16 (FC R2020) EXPOSURE C, RISK CATEGORY UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & Al iTdRAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATIONbF EMBEDDED ITEMS AFFECT THE.STRUCI ANC! DECKS: 40psf,.GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS 50psf:PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGIN Should you have any questions, please feel free t0 Contact rile. ... ✓EHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, S SLEEP§NG ROOM30psf, STAIR.` - PROVIDE ENGINEER c lOpsf MASONRY: PLAN SHOWING COM LICENSED PROFESSI Sincerely, ' MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENT OF THE •. "SPECIFICATION MASONRY STRUCTURES" (TMS 402,BUILDING CODE REQUIREMENTS F R MASONRY = SHOP DRAWING REVIEW: THE HURRICANE STH STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES ,AS PUBLISHED BY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT - CONSTRUCTION SCH - - - THE MASONRY STANDARDS JOINT COMMITTEE 7 F- - THE CONTRACT DOCUMENTS ONLY: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY � PROVIDED BY THE Tf OMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRU ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE LOCK - MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED - ALLSHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ' AND CLADDING WINO _ IRAWINGS SUBMITTED.WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE. ALL TRUSS TO TRUS' DF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS S�ALL COMPLY WITH Michael C. Anderson WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI AT 8 DAYS, UNLESS - SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN; THE GROUT MIX SHALL. HAVE A MAXIMUM 3/8" Florida Architect #AR17305 NR(TING J ITING TS BY THE ARCHITECT. WILL GOVERN OVER THE SHOP DRAVNNGS CHECKED; UNLESS OTHERWISE':SPECIFIED.IN COURSE AGGREGATE, AND SHALL BE PLACED W/.A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT ' FdUNDATIOW SITE PREPARATION: TYPE "M" OR "5" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT: MORTAR SHALL BE =OOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER. ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS 2194 Hwy ALA, Suite 301 Indim Harbour Beach, FL32937 • Phone:: (321) 802-3591 =XCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY. DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE. MORTAR PROTRUSIONS THAT EXTEND INTO www.abdesigagroup.com. MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. - 301L FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUTATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL. : N� THE; OWNER.SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE ` GEQ-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS. HAVE BEEN MET SHALL b•TRUG+-PURAL STEELC. 3E MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL. STEEL SHALL COMPLY � ITHTHE I, SPECIFICATIONS FOR THE. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL. STEEL FOR BUILDINGS, FCIREEK,S-IDET' 311 . 8E LOT - CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M,Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B; Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR. S, Fy = Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS ANDSLAB-ON-GRADE HAS2 35 ksi.. TUBE AND PIPE COLUMNS 5HALLBE CONCRETE -FILLED IN THE SHOR"R3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5 STRUCTURAL TERRACE SLAB.ANCHOR BOLTS AT THE COLUMN BASES SHALL BEASTM A307 BOLTS WITH DOUBLE-NU� LEVELING. ALLCONTRACTOR SHALL SUBMIT PROPOSED MIXOESIGNS; WITH HISTORICAL STRENGTH DATAFOR EACH SEPARATE MIXPRIOR TO OTHER BOLTS. SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS LOT # CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. PRAO�]]JECT}j� p CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS. OF ACI 318 AND ASTMIC941C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS.ARE TO BE STEEL. O:4J21• 2OO OO5R1 ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED: FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON °.. MODEL: THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL n+ 1756 §w BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY 7) or NON COMPLIANCE. WITH THE ABOVE. EASTHAA REQUIRED CONCRETE COVERAGE OVER REBAR. SHALL BE AS FOLLOWS: GARAGE VfM A 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: Reviewsti }tlr Cttd 1-1/2" FOR #¢AND SMALLER : LEFT 2 FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO. WEATHER c w1w tic � PAGE: 314' FOR SLABS, WALLS AND JOISTS 1 1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS DETAILS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS. 1x2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 1/4 DIA TAPCON MASONRY 6 O!C 1 112' EMBED 4 END DIST, MASONRY / CONC. NAIL 1 1/2" LONG. 8" O/C TO MASONRY/CONC. NO WASHER FASTENER 1 1/2 EDGE DIST. SGD, AL EXT. DOORS CASE HARDENED COIL 9" O/C WIIJDOWIDOOR/ FASTENED GARAGE DOOR BUCK 112 DIA W/. X EXPANSION BOLT 24" O1C 4" EMBED 4". END DIST., Ix PT, SEE NOTE6. 'NAIL 1 112" LONG. STAGGERED 'i INTO MASONRVICONC. TO MASONRY/GONG WASHER EDGE DIST. p /+ SPACING THIS ENGINEER FOR'SPACING WINDOWBUCK CASE. HARDENED COIL. V,O/C. WINDOWIDOOR/FASTENED METAL STRAP TO "CONTACT 1x PT, SEE NOTE NAIL 1112"LONG. . STAGGERED INTO MASONRYICONC MASONRYICONC ., REQUIREMENTS EXT. SWING DOOR (2) 3116DIA. 'TAP.CON" 18' O/C 1 112' EMBED, 8" END NON -BEARING WOOD 112"" EXPANSION 24 C'C 4" EMBED: 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER. FASTNER DIST., 1 1/2" EDGE DIST WALL TO CONC SLAB Wl WASHER BOLT DIST., 3" EDGE DIST 2x PT WINDOW BUCK 0.13W PAF x 2 1IV 9" O/C 4" END DIST., 1 112 PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTES NOTES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE.. DOORS, WINDOWS AND:EXTERIOR'SWING DOORS TOI FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5 FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6 WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR ORVVINDOW FRAME. EXCEPT FOR AN EXTERIOR. SWING DOOR WITH A.. WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAP TO THE SUBSTRATE. LA E6 2 4 2021EL C. ANDERN R NO 1730 rPRINT 02 25 21 DATE• / �l r_-,ALE: 1 /4"=1—0_ SHEET Or Y } UAI&xt t � i i y v 6, i s I' _ r 4 d N N' *.',P• } xN .k F3 a 3 .Y .a#� M 4 T� ', 4 aY 2 ° .� ,,..,. .. x planning & Development Services Department Building & Regulations Division Product Review Affidavit *i4.#orMiami-Dade, FLC)RfUA0066LICT filtvi d""" lf3NJ �< ' 416tiel Manufacturer Glass Description Building Method of Attachment Design Product Design Pressure APkOVALlitVf!WN Ga Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as 23 8H Window 185 SH MI Window and shown Nol. Impact in elevations and installation details.For anchoring through frame into masonry (+38) / (-48) (+50) / (-50) FL17499.2 Doors / with sufficient length to achive a 1 1 4" minimum concrete use 3/16" tapcons u g / embed. Into substrate. Locate anchors as shown in elevations', and installation details. buck screws with wood framing or 2x b use #10 wood sc For anchoringthrough frame into 0 g g sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in installation details.For ancho5i;pg through frame into masonry / concrete use 1/4" MI Window and ELCO ultracon tapcons with sufficient length to achive a'1 1/4" minimum embed. w/ (+38) /.( 48) (+48:1 / (-48.1) FL15353.2 R5 12 3`1' 2624 / / V®rFical Mullion 5764 Doors No Impact 1 min, edge distance. Locate :anchors as shown in Installation details. For anchoring through h frame into wood framing ` or 2x buck use #10 wood screws with ri sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16"tapcons with sufficient length to achive a 1 1/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW MI Window and Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) - Doors installation details. with For anchoring through frame into wood framing or 2x buck use #107minimum sufficient length to achive a 13/8' minimum embed. Into substrators as f shown in elevations and installationdetails.For anchoring throughsonry r Sliding Glass-0oor Senes 420 Aluminum SGD MI Window a Ncin Impact / concrete use 3/16" tapcons with sufficient length to achive a 1 1nd +33 -41 ) / ) ( ) +4 .2 . 48.2FL15332.2 R6 12/31/2024 Doors embed. Into substrate w/ min 2 1/2" edge distance. Locate anchor( ' installation details. distance head 4' edge distance jamb 4" each side 1/4" concrete screw 6" edge dIs @ , / g @ g J of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R6 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 FL16107.3 R13 (R14) 12/31/2038, Double Garage 16.2x7 73 W6 Clopay N/A 3/8" X 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (+29) / (,-35) (+36) / (42) PENDING APPROVAL Door 3/8" Simpson Titen heavy dut^ screw anchor with 1 1/8" OD washer into grout filled' CMU with min. emben of 23/4", min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with a (+29) / (-35) (+34.4) / (-3$.3) FL8248.11 R20 12/31/2023 Door (ALT) 80Z4 Wayne Dalton Y N A / 1 9/32",thread penetration into seasoned dry wood supporting structure 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (R15) 12/31/2023, Double Garage Series 170-175, 177, 180- Overhead N/A and bracket location. 2 3/4" mined a distance. g +29 ( ) / (35) +34.4 / (-38.3 ( ) ) (PENDING APPROVAL) Door (ALT) 185, 187 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" FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. I Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C• in the field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A i FL5259.1 R32 12/23/2023 Underlayment Polystick IRXE Polyglass USA N/A Self adhesive. (Alternate) -- FL17322.1 R7 12/31/2024 Underlayment WeatherMasterloo AtlasRdofingCorp N/A Self adhesive (Alternate) - --y FL34546.1 R1 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB 1 APOC N/A Self adhesive (Alternate) FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. p N/A N/A i, FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A (ALTERNATE) FL33919.1 R1 12/31/2024 Soffit Variform Soffits PlyGem N/A recommended requirements. Install per manufacturers eco p q (+31:6) J (38.8) (+157) / (-46,1) Install per manufacturers recommended requirements. FL15272.1 R4 (R5) 12/31/2023, Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) / (-75) (APPROVAL PENDING) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in ~I FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A te concre/mason 2 1/2' min. edge distance, 12" o/c max. spacing. Can be headed g p g' N/A (+47) / (-53) Less than 6' span panel MFG. screw or all thread but with wing nuts. d 1 ". n elmate with minimum e 1/4" x 20 stainless steel or ELCO Pan m embedment 1 3 4 an R3 12/31/Z021 Hurricane Panels 24 GAGE Hurricane Storm j N/A concrete / masonry, 2 1/2' min. edge distance, 12" o/c max. spacing. Can be headed N/A (+45) / (-50) FL16Z93.1 6' span or more panel MFG. screw or thread but with wing nuts. FL17147.1 4 6/27/2021Zip System Wall Sheathing Huber N/A install per manufacturers recommended requirements. N/A N/A Sheathing James Hardie Install per manufacturers recommended requirements, FL13192.2 R6 12/31/Z023 Lap Siding €gmplank Building Products, N/A Inc I Joists (2 Story Install per manufacturers recommended requirements: FL1392.1 R7 1/1/2055 BCI ESR-1336 N/A Only) CONTROL DATE 3.30.2 x 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w L 0 U W W � Q Q 2 o � 0. � z O w 0 U Q LL �0 1fJ XV. de LOT. S' LUC IE COUNTY MASTER PA i GA AGE STfMG.. ..fie Jk160 MPH EXP. ARCHITECT: NTE OF FLOF / 4 AR MICHAEL C. ANDERSON ` NO 17305 HE3ET 1A