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Home My WebLink AboutBuilding PlansT3.. ; oa ® M rn m 7 5 6 A S AN 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -Fw=A BuulNG CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE CONTRUCTION -MINSIN INTERIOR FIN SH - CLASS B PALM BAY, FL 32907 'BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH TEL: (321) 733-7092 -EXPOSURE - C FAX: (321) 733-7972 -1-STORY RESIDENCE -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. . CALC.'S LIVING 1141 SQ. FT. GARAGE 411 SQ. FT. ENTRY 36 SQ. FT. LANAI W SQ. FT. TOTAL 228"1 SQ. FT. A/C VOLUME 150242 CU. FT. ABBREVIATIONS ABV. ABORT LAY. AC AIR CONDITIONING LITM. ADJ. ADJUSTABLE M.C. ALT. AT.TERNATE MFR. AMP. AMPERAGE MTN. BD. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MTL. CLG, CEILING N.T.S. CLR. CLEAR O.C. CONC. CONCRETE PL CPT. C.AR PET P.B. C.T. CERAMIC TTI.F. PH. D. DRYER PLT. DBL. DOUBLE PLYWD. D.G. DI TAT, GLAZED PR. DI.A. DIAMETER P.T. DIM. DIMENSION R. DISP_ DISPOSAL RAD. DR DPEP R.A.G. DR. DOOR RF.F. D.S. DOWNSPOUT RM. DTL. DETAIT, R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV, ELEVATION S.H. EQ. EQUAL SET. EXH. EXHAUST SITTHC. EXT. EXTERIOR SHWR. F.G./FX. FIXED GLASS SIM. F.G. FUEL GAS SL, PIN. FINISH SL. G1.. PLR. FLOOR STD. FLUOR. FLUORESCENT SWS FR.DR. PRFNCH DOOR PTG. FOOTING TEMP. GA. GAUGE THK, GAR. DISP. GARBAGE DISPOSAL TO G.F.I. GROUND -FAULT CIRCUIT T.C.P. INTERRUPTER T.O.S. GL, CLASS TYR GYP. BD. GYPSUM BOARD LLN.O. H.B. HOSEBID H.C. HOLLOWCORE V.Y. HDR, HEADER W. HGT. OR HT HEIGHT W/ INSUL. INSULATION WD. INT. INTERIOR WDW. WTI W'.I. REVISIONS LAVATORY DATE DESCRIPTION LUMINOUS CABINET MEDICINE 01/05/18 BID SET ISSUED 01/15/18 _ — 2011 FBC UPDATE MANUFACTURER MINIMUM 01/19/18 -- BID SET RE -ISSUED METALTHRPSFiOLD MOUNTED METAL 04/18/18 FOOTING REVISIONS PER M. BOWES — NOT TO SCALE ON CENTER 0222/19 PLAN MAINTENANCE 04/25AS _ ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON PROPFR TY LINE PUSH BUTTON 04/25/19 -- REVISED HVAC VOLUMES ON SaT CALC SCHEDULE PHONE PLATE 05/06/113 — ELIMINATED LEDGERS AT ENTRY- ELEVATION 'B' PLYWOOD PAIR PRESSURE TREATED 06/03/19 --- ADDED DOORS TO OWNER'S BATH WIC AND WATER CLOSET RISER RADIUS 06/11/19 ADDED LED LIGHTS a KITCHEN t BATHROOMS RETURN AIR GRILL REFRIGERATOR 11/15A9 ADDED COCOA PLUMBNG RISER 01/0120 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS ROOM ROUGH OPENING 02AO20 ADDED STONE VENEER TO ELEVATIONS 'A' AND 'B' SOLID CORE FXT DR SMOKE DETECTOR SINGLE HUNG 04/0820 — ADDED KNEEWALL DETAIL ELEVATION 'B' SHEET HTNG SHEA 01/0121 2020 FBC UPDATE SHOWER SIMILAR SLIDING SLIDING GLASS - STANDARD SHEAR WALL -- SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF STAB TYPICAL UNLESS NOTED 61 H ER W ISE -'------'— VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON -------- Reviewed for Code Compliance Universal Engineering Sciences INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2A—ELEVATIONS "A" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—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 PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.113—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SNl—DETAILS DESCRIPTION DESCRIPTION 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sysDIV. ea LOT: CREEKSIDE PHASE 2 LOT, #106 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAM GARAGE SWING: LEFT F' PAGE: COVER SHEET 60 MPH EXP. ARCHITECT STATE OF FLORIdA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rjMLZM JL 02 25 21 DATE: / 1 SCALE: 1/4"=1'-O" 1 SHEET C I r-FIMFRAkL NOTES SrM WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 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 BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES 7 DO NOT BACKFJLL 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 CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 18 EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS._ 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1 GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERM ITICIDES, 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 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES:" DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY; THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION. I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SCL PLUMBING 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX"A"(CROSS-LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %<" PVC (SCHEDULE 40) INSULATED WITH Yz' AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603:2. EXTERIOR WALL COVERINi3$ 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2. COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS' KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICESARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Universal Engineering 1B Sriences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 X SvBDIe c-f; n CREEKSIDE PHASE 2 LOT #106 I) PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAT mx GARAGE SWING. ). LEFT PAGE: I 1 GENERAL NOTES I I 60 MPH EXP.0 ARCH_ STATE OF FLORIDA f4of I - , __1 FEB 262021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02/25/21 SCAT CON-1 ROL DATE: 12/10/20 (RM) 401-0` A4, 0 � 10 " %i T �IVX'L$ �3ABLE kCX)F8 3W GASLL f=FS 0 HP R040FS, A'm _'itA'9 roan, I degrte FfGURE R301,2(7) COMPO#ENT AND CLADDiNG PRESS URE.ZONES - EGRESS NOTE: Do NOT SPUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME 18 SHUTTEFir=P. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION A5OVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND -SI4CG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS SQ,FT. CAM I S LIVING 1141 SQ. FT GARAGE 411 SQ. FT. ENTRY 36 SQ. FT. LANAI 93 90. FT. TOTAL 228-1 SQ. FT. A/C VOLUME 15024.2 CU. FT. MASONRY / FRAME WALL LEGEND 81-81 BRCS BRG. 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO 5r= 61-81 -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE COMPOMU AND CLADDING WIND LOADS BASIC WIND BPOSM FOR 3 SECOND MNM OPENINW SOUAFF ZONE 160 MPH WIND NO REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 16 rp 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/_35 CRITERIA 16070 O.H.D. 112 F 28.2/-31B BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. PRESSURES R [(M202 SECTION R301.2.1 TO MEET TESTED ALLOWABLE 0 0' SEC 0 0 1 R NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. M WR MANUFACTURER. CONMOL DATE OVW21 DBL. TOP PLATE Q A BAR -DETAIL ffill� Reviewed for Code LuM E M Compliance Universal Engineering Sciences FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: - VERIFY CONDENSER PAC) LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8'(35 MM) THICK,, OR 20-MINUTE FIRE -RATED DOORS. F1 EMW-M�10 SUBDIV. & T. T; CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201/106RI MODEL: 1756 "EASTHAM" C;AMAC;E SWING: LEFT PAGE: FLOOR PLAN 460 MPH EXP. ARCHITECT - STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 �PRINT DATE: 02/25/21 SCALE: 1/4'I=1f-0' SHEET +/-I'T-3" BLDG. Hr=T.,b SHINGLE ROOF 11 T- -011 7F/ OF'T. COACH LIGHT rp, RAISED 5AND TYF'. 0'-0" FIK I�A YTyf=. TYF'. 0'0" FIN FLR 1WE im 1101 MEN MEN NEI I ENEI FRONT ELEVATION SCALE: 1/4 = V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR 103A ND a, -all BRG. BRG. 11-0 01-011 FIN. FLR-oo OFF RIDGE VENT 12 ❑ ❑ I A — READ ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 12 OFF: RIDGE VENT OFF RIDGE VENT 13,-8ll 5Rs. HGT,141 W-0ERG. HGT. ■ t1i 41 oll 11 OK/ F-1 Nl� Elr 1,2'-01' /1 l 77 11 I 01-0" FIN. F-LI;R..i, 1 71 1 AO'-O" FIN. FL,R, — - — - — - — - — - — - — - — - — - — - — - — - LEFT ELEVATION MFEISFMF-73-.W� TYF 0'-0" FIN, FL: SCALE: 114 = V-0' TEXTURED FINISH OFF RIDGE VENT A.� ❑ 2 ❑ - — - — - — - — - — - I JDAIGHT ELEVATION 1SCALE: 1/4 = I--0' TEXTURED FINISH ,601r0" FIN, rL.R. i A>RDECTO. DETAIL v OPET�� SCALE: 1/2 = 1'-0' Uri 12 -51' BRCS. HC=T. n. HGT. 'YFD, 0" FIN. MODEL 1756-EASTHAM AREA OF ATTIC = 2503 SQ. FT, NET FREE VENTILATION AREA REQUI RED 1/300 REQUI RED VENTILATION AREA 2503/300 8,34 SQ. FT. 8.34 = 1201.44 SQ. IN. MIN. REQUIRED VENTILATION IN AX 1201.44 UPPER PORTION OF ATTIC 480.576 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTALIt OF VENTS REQUIRED 3.48 TOTALft OF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIREC 68.6S Alb, N \oN I o \w m & ANN�\ '14 & A% �\ PRIN14 RYUY�MDDTWV�.AZ YLIION'7r- ti CREEKSIDE PHASE 2 LOT #106 FIPROJECT# 04321.201Z106RI 1756 "EASTHAM" GARAGE SWING: LEFT ]PAGE: ELEVATION All!] 60 MPH EXP. PF2 ARc H r rEcT STATE OF FLOP FEB 2 6 2021 MICHAELC. ANDER.- JSDOA N ARNO17305 u, PRINT DATE: 02/25/211, SCALE: 1/4"=1'- ollil� SKEET A2A a ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP SINGLE POLE I10V OUTLET 111 OUTLET 1/2°F OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPED WoGRND FAUL INTERUFMR (TAMPER RESISTANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION W�p EXT. wATERPAOOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-1 OMR. �P4 SWITCH 4-WAY OPER L_� WALL MOUNTED I� LIGHT CEILING LIGHT QL LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN 1 CFM PER SQ. FT. VENT. FAN W)LIGHT 1 CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT RES 2-BUL5 WRAP [Tel LIGHT AROUND (RECESSED) ® FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE MINT.) T FI-UORIESCENT 4'FLUORESCENT 4' TRACK LIGHT 0 PANEL METER ',9,A OS,p. SMOKE DETECTOR HA IWRD SUP WALL MOUNTED BATT- BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE S/CO CARBON MONOXIDE SMOKE DETECTOR COMBO GATT- BACK-UP W1 HARDWIRE INTER -CONNECTED BE A DISTANCE OF NOT LESS THEN 4' OF FROM WALL - PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOIIRGE TO BE ELEVATED DISCONNECT 0 AIR CONDITIONING TO BE UMO. DISCONNECT SEE AHLL ON THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRED OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION S Box REQUIRED To BESUPPORTED IN iJ CEILING FAWLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnnQ 24' INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT �—' LIGHT STRIP nnnnnnnn 48' INCANDESCENT 0 LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD PUS, PUSH-BUTTON FoR CHIMES �—•+ use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS ! 20 AMP BRANCH CIRCUITS TO BE ARCFAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 'TH EDITION (2020) a NEC 210.12 2011 EDITION. + 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIi FBCR 1TH EDITION (2020), • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD 844ALL BE NON METALLIC CABLE PER ELECTRICAL FIROV15IONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1114 ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% of LIGHTING MUST BE ENERGY EFFICIENT TYPE i F5.0ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, -Ith EDITION R404.1 ON 0 0 Ell 0 — — — — — — — — — — — — — — — — — — — -/ i i OPT. - � COACH � LIGHT `'-------�� ELECTRICAL PLAN SCALE: 1/4' = 1'-0' PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 342/0 Cu THWN & 1-#6 Cu (G) iri C. OR 3-#4/0 AL THWN & 1-#6 Cu (G) in 2" C. Wire Pole Bkr #12 1 20 Sr #12 1 20 Mi #12 1 Sr 412 1 20 Re #12 1 20 Di #12 1 20 ez #14 1 15 Fc #14 1 15 GI #14 1 15 Ki #12 1 20 Be #14 1 15 Be nce 1 1500 1 Hood 1800 3 nce 1500 5 ig Receptacles AFCI _ GFI Receptacles It Room / Gun Light I ,Inai AI=Ci ien Lights / Pantr; ! Drop AFCI #2 / Lai AFCI #31 Bath #� AFCI #6 1 2 1 6D A/C Ali (Heater 10 K/. at 1500 7 8 _ 150_0 9 10 1200 11 12 1200 900 9600 23400 Demand FactorGalculations: Total load subject to demand factor 50200 First 10000 watts at 100°!° 10000 Remaining watts at 40% 161 Total Connected Load Watts Total Amps (watts / 240 volt HOOD WIRE ill/ OUTLET FOR FUTURE MICRO 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 — 33 34 35 36 37 38 39 41 1 40 42 8000 (Range 50 1 2 '1200 Disposal GP 20 1500 Dishwasher GFI 20 5000 Dryer 30 1500 Washer GFI 20 1000 Garage Door Opener GFI 20 1200 Garage Lts & Receipts. GFI 20 000 Owner Bedroom/ SDs AFCI 15 900 Owners Bedroom l W.I.G.. AFCI 15 1200 Exterior Lts & Recepts GFI 20 Space 4400 A/C C.U.-1 40 N.C. 1 W it #6 #12 #12 #10 #12 #12 #12 #14 #14 #S 1 26800 1 Load subiect to demand facto- calculations 1 line 1 ABBREVIATIONS: AFCI' ARC; FAULT CIRCUIT INTERRUPTER' NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER -7688 l I LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD 115.4 General Lightinq & Receptacle Load IHi-Hats19 at l Light at 100% 1 1 12351 Ckts# attslck Total watts General Lts & Rec Panel A 1 101 6501 6503 � � I LED LIGHTING Cap DBL. LAV. BATH +1 150 X4'IP ELECTRICAL_ RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 7TH EDITION (2020) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. 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 m COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 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. I l Reviewed for Code. Compliance Universal Engineering Sciences o I01l LED LIGHTING @ SINGLE LAV. 4 BATH 02 PROVIDE 302/0 CU, THU.N + 1% GU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% GU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT O OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MGB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT — 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (2020). 5/8" PIA X 8 PT LONG COPPER CLAD GROUND ROD SUBDIY. 8e LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 60 MPH EXP. ARCHrrECT. STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 02 25 21 .'SCATM: 1/4"=1'-0" SKEET El KITCHEN 1-1/2' VTIR SINK Ul/ AA.V I AUTO VENT TUS 2' Lj WC Av 2' I 3' I _3' I 3' U1M- 2 3' 3' CO TO MAIN (RIGHT) �r i r TO MAIN (ALTERNATE LEFT) PLUMBING RISER DIAGRAM — COCOA byReviewed for Code Compliance Universal Engineering Sciences PLUMBING PLAN SCALE: 1/4 = 1'-0' 4 H WY A1A, SUITE IAN HARBOUR BEA FLORIDA 32937 PH: 321-802-3591 w.abdesigngroup.c AA * 0003325 t 3 � Ij I� yj z..au tr�, i II sr j; r ij k 'i SluBDIV. & LOT: CREEKSIDE PHASE 2 Is LOT #106 PROJECT# 04321.201 106R1 5 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: PLUMBING PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 02 25 21 SCALE: 1/4"=1'-0" SHEET �� - - - - - - - - ILJJ. I I LANAI I I HVAC PLAN SCALE: 1/4 = V-0° R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT MUL FRAMED WD - ADJACENT FRAMED WD - EXTERIOR R-13 R-13 CEILING UNDER ATTIC R-30 � 61 s ..,-.. „a.,. r u APAP �1 I, w ifN �77 max\ ! �r d KK NMI r 4�ry as i�YT3DIV. a!eLOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: u 1756Ai "EASTHAM" ty GARAGE SWING- LEFT PAGE:` Cr� HVAC PLAN 60 MPH EXP. 'FEB 2 6 2021 L 02 25 21 //1/4"=1°-0" 2X4 TOP PLATE PER. ,FLR PLAN 1/2' CLG. BOARD 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 106 MASONRY NAIL • 32' O.C. MAX 01-0. PIN. FLR. PRE-FAB TRUSS 2X4 WOOD STUDS e24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNCH PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON -BRIG. SCALE: 3/4' = 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.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONIC TO BE SPACED 16' FLOOR W/ O G. AT 2ND FLOOR 3/4' PAF E WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARDI 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS i1� (NON-BRG.) D1) SCALE: I/2'=1'-0' r " 11 A / I f"' T BOND BEAM SOLID GROU7 W/ (D- *5 (2) COURSE 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR S05.1.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 905.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNi. THICKNESS AS PER SECURED PER SHEET SNi. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD REFERENCE ELEVATION STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE 2x FASCIA PER 1'-0 2x FASCIA PER TYP- ELEVATIONS ELEVATIONS o.N. VENTED SOFFIT 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' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. , Y: DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR — 0'-0' FIN. FLR 4, J4' .4 . a H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4.12, A (2) LATER UNDERLAYMENT D1 SCALE: 3/4'=r-m' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22ro TYPE iI, ASTM D 4869 TYPE IV, OR ASTM D 6-lb-t FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNi PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR- 8' CMU — „ __�CAJI-K AND MAL �GA° LINE NOT CUT �1 � PVC SLEEVE FOR GM LINE cm 4M IQ' Gyp.WL. CD. BARS --'119= RASE a . 2B GAS LINE THRU BLOCK Dj SCALE: 1/2'0-0' —2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS v EA. END 2x BLOCKING BETWEEN TRUSSES ---PER STRUCTURAL DETAILS- --STIFF5ACK AT ALL UPRIGWTIA1■_ FIER STRUCTURAL — e1 11�01!w___PRE-ENG • CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUE5 _._.__PER ELEVATION _ 5/8" GYPSUM BOARD OR 1/2, — HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL. Ix2 P.T. FURRING STRIPS a 24" O.G. 1/2' GYP. WL. BD. WOOD EASE 1//' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL --- APPROVAL SEC. VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/PRODUCT APPROVAL REG. C:OFTlER BEAD S' CMU SEE STRJCTIJRAL FOR REINFORCEMENT 2xb P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR I BY OTHERS 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2"=1'-O" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 5 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 4F 2x P.T. SECURED PER STRUCTURAL DETAILS CMU ti 0'-0' FIN. FLR a e . a e Av '. e d a. d a Reviewed for Code Compliance ,. Universal Engineering Sciences A W/ WINDOW OPENING TYP. WALL SECTION J NO OPENING 5 1--STORY GABLE BLOCK WALL r'� a SCALE: 3/4' =1' -0' 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 ill. All exterior fenestration products shall be sealed at the juncture with the building wall with a Sealant complying with AAMA 800 or ASTI11 C920 Class 25 Grade Na or greater for proper ,joint expansion and contraction, ASTM C1281, AAMA 812, 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 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 #106 PROJECT: 04321.201 106R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHfTECT: STATE OF FLOM FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 25 21 DATE: / / SCALE: 1/4"=1I-0" SHEET 1)1 TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (I) IR' X e' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/8' WASHER 4 NUT Reviewed for Code OR Compliance W/ (2) 1/2' X 8' ANCHOR BOLTS Universal Engineering Sciences W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT 0 o o SECURE 2x4 ON FLAT TO BLK 0 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. (I) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 0 ® o P__ NOTES: ALL ANCHORS 814ALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 2X4: ® 2X4: ® 2X4: CIO SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT I I/4') WITHIN W OF EACH WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18' O.G. MAX END 4 18' O.G. MAX END 4 15' O.C. MAX SPACING. SPACING. SPACINGS. 2X(b: ® 2X6: ® 2X6: MM SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS W/(2) 3/16' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE .300 MIN. S' CMU MIN. EMBEDMENT 1 1/40) MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 1/2' DRYWALL 4 18' O.G. MAX SPACING- 4 19' OL. MAX SPACIN SPACING. IS' O.G. MAX SPACING- 8 CMU lx4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 I'X4' ❑ 2X8: ® ❑ I/2' DRYWALL 2X8. ® 1/2' I/2' DRYWALL 2X8: � ❑ 1/2' DRYWALL EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK 1'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' BLOCK W/ 3/16' WK2) 3/16' TAPCONS P.T. NAILER WK2) 3/16' TAPCONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 1/16' OSB. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 T/16' O.S.B. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 DOOR CASING MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN B' OF EACH END WITHIN 8' OF EACH END DOOR CASING WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 18' O.C. MAX 4 IS' O.G. MAX 4 15' O.C. MAX 4 18' O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" H WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CO 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.C. MAX SPACINGS. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 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 1/4') DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO HLOCK +1 1 2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" WINDOW TO BLOCK +1 15/16" 2x4: IZI 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.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O_C. MAX SPACING. 2X8: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W 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 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 1/4') DOOR JAMB TO BLOCK +2 1/4" L WINDOW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" ,. E 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 M1I%L EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X8: CISM 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' D.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 L�j B' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WK2J12d WITHIN 8' OF EACH END 4 6' TO 8' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NU I C: O1-11I-1 AO rvCC1JtV I CJ 1'LUMM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" QW TO BLOCK(K +3" rFRj�I NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" `r; WI W TO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' 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 18' O.C. MAX SPACING. 2X8: OEM 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.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 I 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER nIn P.T. X 4' MIN. � 1. i /__ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" DOOR FRAMING CMU i' DRYWALL 1X FURRING RIP 2XIC TO 8-T/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK RE UIREMENTS K KTA 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 suBwv. & LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAT GARAGE SWIIdG: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO T7305 rrcian-i 2125 DATE: 02 / / 1 SCALE: 1/4"=1'-0" 1 SHEET D 2 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 o 9' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • IN O.C. MAX VERTICALLY I i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED sT' (VERT.) O.C. MAX AT SUPPORTS WRB LATER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP 814EATHING SYSTEM (VNNSTALLED PER 1 a LATH SHALL NOT GAP ' MIN, BE CONTINUOUS 6' Toe MIN, 6' IN a' MIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 \ PLACED FLAT MAX. Co' TO 8' \ FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON LLFASTENERS FOR LATH TO BE NAILS OR i STRUCTURAL STUD ` STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 0.04i3' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN L"M" TYPE CONTROL JOINT OL FOLD NWARD + Pr. A OI. FOLD INWARD + PT. A 7. CREASE + PT. B 3. CREASE + Pr. C ® ®FOLD SHINGLE ROOFING DRIP EDGE: OVERLAP 3'. EXTEND V2' BELOW lHEATHNG, MECHANICALLY FASTEN 4' O.O. MAX OI. FOLD INWARIP + PT. A 2. CREASE + PT. B FO D- OL FOLD INWARD + PT. A 7. CREASE + PT. B 3. CREASE + Pr. C 4. FOLD PI'. C OVER PT. B TILL PT. C TOSS BOTTOM FLAW FLANGE L WATER TIGHT SEAL. FOLD, QQ �= CUT. i' T44im 3 COAT CEMENT PLASTER ^FRAMs), in' 7 COAT CEMENT PLASTER (CNN) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER 01, STUCCO WRAP rmRowm ONLY) LAP LAYERS OF BUILDING WRAP OVER "LNG FLAWjF_ STOP IIAFB Ate. I K' ABOVE SHINGLES (FRAME ONLY) FASCIA WRAP FRAME OR CM EXTERIOR WALL FLASHNG C-OUT FLASHNG (SEE NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' ■ VERTICAL LAPS (ROLL ENDS) t 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TTIA WITH FORTIBER SHEATHING z / I" I-11K LAP • META K . X X LATH VERTICAL LAP TO BE IN NOTE: IF ZIP SHEATHING: SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES n nr—n METAL LATH WRB LAYER 01, '' THICK, 3 COAT CEMENT STUCCO WRAP I PLASTER 6" MIN PAPER LAP BELOW ONLr / METAL LATH +2, I WRB LAYER FORTIFIBER WRB LAYER 62, FORTIRISER BUILDING PAPER BUILDING PAPER \ / I ER 01, STUCCO WRAP WOOD SHEATHING II Jr ATHING SY SYSTEM (IINN�� ED FER APER LAP SCALE: 1 I/2'' 1'-0' ® KIC KO UT DETAIL TIGHT SEAL MEND OR C DO Nor cur) I' MIN LATE LAP, 4" OVEI ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL t STICK z z N WOOD STUDE SHEATHING OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES STUCCO 6' MIN. LAP LAP • LATH LAP . PAPER HORIZONTAL LATH & PAPER DETAIL 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER kit . SP4664 180 OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) e' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED 5"X5' "L" TYPE CONTINUOUS GsALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT 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 TO EXTEND ONTQ mm I 1' OR LESS PIPE '````>: -.. PENETRATION ---�, i`'>a; CUT AND OVERLAP ONE SIDE OF ' SELF -ADHERING MEMBRANE FLASHING $TEF "1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECT ION NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 'x6' SELF -ADHERING MEMBRANE -ASHING CCOMPATIBLE W/ HOUSE RAP MATERIAL) OVER 4'x4' ELF -ADHERING MEMBRANE _ASHING OVER APPROVED OUSE WRAP. _ASHfNG TO EXTEND ONTO PIPE _UT AND OVERLAP ONE SIDE OF STEP SEAL�i�HERING MEMBRANE WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING: OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM_ 1787. F'IFE FEN TRATION DETAIL (FRAM I ) Reviewed for Code Compliance Universal Engineering Sciences LEGEND DRAIN>4r_;;E PLANE (LRB LAYER #1, STUCCO WRAF) UJRB LAYER 1*2 (FORTIFIBER—'—'—.—'— — 5UILDING fi=)41=ER) 1"IETAL LATH X X X X STUCCO °...; ° WOOD OR 1/1611 ZIP WALL 5#4EATH f NG (INSTALLED PER MANUF. SPECS.) 5ELF-ADHE5IYE FLASHING — — — — — — NOTE: 1'�lETAL LATH: LATH TO BE E'ER SECTION R1031.1 / AeT1"1 C - 8-'-I - l.4a , 1„11N. 2.5 L85. E'ER 5O. YARD (UTILITY OR NOl"1 IN�L LATH DOES NOT 1IEET SPECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n g ro u p. co nn AA #: 0003325 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON I• AR NO 17305 J PRINT 21 25 DATE: 02 / / SCALE: 1/4"=1'-0" SKEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES I I I I I I BACKER ROD --�. WRB LAYER "I, STUCCO WRAP WOOD CONSTUCT ION a' CMU 'Xv INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya' CAULKING + JOINT ALL AROUND rtK JtU 1 IU14 K/V3./ Fxdedor lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER '---WOOD SHEATHING T ( FRAME) (NSTALLED PER MANUF. SPECS-) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER IETAL LATH VINYL CASING BEAD 6' RAISED BAND Ye' TO Y2' MID -WALL WEEP ZSC EEDSC EED 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 PLANE (LJR5 LAYER 01, STUCCO WRAP) LJR5 LAYER *2 (PORT11=15ER — - — - — - — — 5UILDING PAPER) METAL LATH X—x—X—X STUCCO '...; e.: WOOD OR -1/16" ZIP LJALL SHEATHING (INSTALLED PER MANUF. SPECS.) 5EL1=-ADHE5IVE FLA5HING — — — — — NOTE" METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM G-84-1-14a, MIN. 2.5 L5S. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METE? VERIFY LO 9 DRYER VENT BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' FINISH 6' SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT A TOP E SIDES BLOC 1 / NOTE: �/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AAM=H I v M=:LC >=1 Y=: STUCCO SCRATCH COAT d 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION JOOD CONSTRUCTION 1/16' ZIP SHEATHING SYSTEM T �4 947YAS SPECS.) OR WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIFI5'ER PUILDING PAPER " THICK, 3 COAT CEMENT PLASTER Yell TO Ye" MID -WALL_ -)JEEP SCREED �6" SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAMF) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC I8OCYANOTE-POLY5LEND FOAM "� C�"Y" ')R SIMILAR) APPL~" A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES u. ,;0 SCRATCH COAT LARSER THAN THE ELEC. METER CAN OR METER CAN COM50 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 HELOW CUT SUCH THAT 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 WRB LAYER 41, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 7/8' TEXTURED CONSTRUCTION FINISF-I ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T O.C. MAX b' GMU ` :f � Y.' 70 ,16' MID -WALL WEEP 5CREED (V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP TEE #1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAIP 5 T E F #3 f� 11111111111111111110 Reviewed for Code Compliance Universal Engineering Sciences WRB LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIRBER BUILDING PAPER 5T1� _# ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T_F #5 #� C)ELECTRICAL RECEPTACLE 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. ee LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL 1'756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02/25/21 SCALE: 1/4"=1'-0" SHEET WOOD SHEATHING WOOD CONSTRUCTION 3/4' HAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER #I, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, STUCCO WRAP AMICO AM66-WFWC--I80 CUSTOM CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10 DTL. ® CANT. SCALE: 1 1/2' = I' -0' WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER 6' S.AP. a TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED 6' SELF-ADHEREING —FLASHING WRAPPED a TOP OF WEEP SCREED `y TO SHEATHING BELOW WRB LAYER 01, STUCCO WRAP -� WRB LAYER 02, FORTI' m I BUILDING PAPER -6' SELF-ADHEREING FLASHING WRAPPED a CORNER OF CANTILEVER I u 4' POSITIVE DRAIN WESCREED NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOTE: METAL LATH: LATH TO 8E i=ER SECTION iR-103.�.1 / 4ST1"f C-B�--I-lea, 1„IIN. 2.� L�3S. E'ER SQ_ `I'ARD (UTIL ITS' OR NOI' ANAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: IF ZIP SNEAT ING SY IS INSTALLED, EASE MANUFACTU RS INSTALLATIO PROCE RES 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD DRIP EDGE INSTALLATION IF ZIP SHEATHING SS EM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5/8' TYPE W DRYWALL W/TEXTURED 4 PAINTED FINISH ' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD 1E)DRIP EDGE WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER #2 THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING OR T/16' ZIP &EATWIN5 BTBTEM (2) 2x12 HEADER 4' POSITIVE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONStRUCITON WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 THICK, 3 COAT CEMENT PLASTER �MEETTAnL gLi..AETAHT�..� �N�� d� T/Tb' Zlp"�SHE.47f-I % SYSTEM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED me NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. WOOD FRAMED -- ,,,,_ SUB -FLOOR DECKING—,,,_. PRE-ENG'D TRUSS —_ WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER "2 THICK, 3 COAT CEMENT - PLASTER METAL LATH WOOD SHEATHING 4�SITI�D�IN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL i' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEA ILEVER DRIP EDGE DRAINAGE FLANE (WR5 LATER #1, STUCCO WRAP) WRB LAVER 02 (F0RTIFIBER BUILDING RAPER) METAL LATH STUCCO WOOD OR-1/1611 ZIP WALL SHEATHING ( INSTALLED PER MANUF- SPECS.) SELF-ADHESIVE FLASHING I x x x x 14A 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL_ DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 SEALANT, )¢' MIN. STICK pRIP SPACE FROM DRIP EDGE TO `\ FACE TO TREX DECK Y4' GAP FOR BACKER I VXl 3/4' F.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER, .. CONTINUOUS VINYL CASING BEAD WATER PROOFING let G: - WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 t .' h:�° BARRIER 01 i STICK) WRAPPED FROM r = WEATHER RESISTIVE BALCONY DECK TO „ BARRIER 02 CANTILEVER AMW�RCLARrTM j 6' PEEL 4 STICK a I DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 CsA. GALV. METAL DRIP EDGE - - - - - — - - I SET IN FULL BED OF I VXI Ya' P.T. OR SIMULATED I SEALANT, "MIN. WOOD (TREX) FILLER, %SPACE FROM DRIP CONTINUOUS FACE TO TREX Y4' GAP FOR BACKER VIEAD ROD 4 SEALANT i V WATER PROOFING FINISH LAYER (2 LAYER LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT ,. BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BEAD I J' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL I WOOD SHEATHING W/TEXTURED 4 PAINTED I WEATHER RESISTIVE FINISH BARRIER 01 WEATHER RESISTIVE J' THICK, 3 COAT CEMENT BARRIER 02 PLASTER ¢��S__ITIVr pRAIN VINYL CORNER BEAD ZNO VINYL CASING BEAD GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x ERA1" 11NG MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD 1=A5TENED TO 6HEATHING g I" O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH Y4' GAP FOR BACKER �IuI ROD 4 SEALANT VINYL CASING BEAD 00, S WATER PROOFING lot LAYER (2 LAYER PEEL '- l_ 4 STICK) APA PMCL,a^ WOOD SHEATHING WRB LAYER #I, STUCCO WRAP WRIB LAYER 02, FORTIRBER BUILDING PAPER—--.,, l METAL LATH --� THICK, 3 COAT CEMENT PLASTER 6 "SELF- ADHERING FLASHING DRI._'__CAP WRB LAYER #2, FORTIPIBEiR BUILDING PAPER WINDOW FLANGE ORNER BEAD k FRAME 2 li CORNER BEAD 0=ASTENER 4 SPACING v i" O-C.) 1 ��CORNER BEAD CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OLUMN SHEATHING EATPER RESISTIVE SARIZIER 01 EAT HER RESISTIVE sARfRIER 02 ° SAP. PEEL 4 STICK -I Xi x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,,4' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING \PEEL 4 STICK 6' SAP. I X2'x3' 'L' FLASHING SUB FLOOR I FULLY EMBEDDED IN ® \o ROOF CEMENT 1 ,1�' X 3' 26 GA. GALV. --•-•—'• --•-• i - METAL DRIP EDGE I VX1 V P-T_ OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER, SEALANT, V MIN. CONTINUOUS I SPACE FROM DRIP i FACE TO TREX ,V GAP FOR SEALANT VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFING lat MODIFIED 9O LAYER (2 LAYER PEEL 4 3/4 RESILIENT I STICK) WRAPPED FROM HAT CHANNEL I BALCONY DECK TO VINYL CASING BEAD j CANTILEVER i J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL ! METAL LATH W/TEXTURED 4 PAINTED I WOOD SHEATHING FINISH THICK, 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER WEEP SCREED NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION Ca? COLUMN (W/" L" FLASHING) SCALE: NTS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS r INSTALLATION PROCEDURES r-WOOD SHEATHING ! WRB LAYER 01, STUCCO WRAP ! WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODEp THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) �\ Reviewed for Code ` Compliance Universal Engineering Sciences WRB` Ldi'ER "I, STUCCQyII WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER >1� METAL LATH THICK, 3 COAT CEMENT . PLASTER 6"SELF-ADHERINGs � ' FLASHING i DRIP CAP WINDOW FLANGE — CASING BEAD @) 15 B/ FRAME, NO WINDOW 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2125 DATE: 02 / / 1 SCALE: 1/4"=1'-0" SKEET WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6 "SELF —ADHERING FLASHING VINYL ANGLED / CASING BEAD DRIP CAP WINDOW FLANGE NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WRB LAYER *1, I STUCCO WRAP WRB LAYER 02, PORTIF15ER :. BUILDING PAPER METAL LATH (EXPLODED s THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "I, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH " THICK, 3 GOAT CEMENT PLASTER 6"SELF— ADHERING ` FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @) WINDOW 5 ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER *1, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER $" THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES LUOOD 5I4EAT+41NG Y4" GAP TYP CA5iNCs BEAD TO TRIM IX TRIM MEMBER 6 STUCCO TO SIDING TRANSITION SIDING , THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER +'I, WRB LAYER "I, STUCCO WRAP STUCCO WRAP CASING BEAD 6" SELF—ADHEREING FLASHING OR PEEL E STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE q I \ BARRIER n gg�(�, k � Ya' LAP SIDING / / / 6' SELF -ADHERING UT/6' REVEAL / I FLASHING W SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER w WEATHER \ BARRIER RESISTIVE STARTER STRIP DO NOT CAULK OR I \ o/ 6' SELF -ADHERING SEAL OPENING I FLASHING GALV'D METAL GALV'D METAL ` Z' FLASHING Z' FLASHING: DO NOT CAULK OR 1 Yi X 6' SIMULATED SEAL OPENING WOOD TRIM MEMBER . STUCCO CASING BEAD / LgX 6' SIMULATED OD TRIM MEMBER e. \ SEAL GAP W/CAULKING / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO (P BLOCK TO FRAME �n� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) -`" SEALANT i i i I i WINDOW FRAME 2X FRAMING MEMBER SEALANT a, e •6' ----------------------- " THICK, 3 COAT CEMENT PLASTER METAL LATH r ._._.__._.....�__.._.__.. WRB LAYER 12, FORTIFIBER BUILDING PAPER E—Z BEAD VINYL CASING U/3/8" FLEXIBLE PVC BACKER ROD) RB LAYER 01, STUCCO WRAP, RAPPED AROUND FRAMING MEMBER ;" SELF ADHESIVE FLASHING IOOD SHEATHING BELOW EXPLODE 'OR CLARITY ---------------- ------------------------------------------- ---------------------------------------------- Ya" SAP TYP �® THICK, 3 COAT CEMENT CASINCz BEAD PLASTER �i rt0 WINDOW METAL LATH �\ WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME -- — WOOD SHEATHING . . WINDOW FLANGE 1 2X FRAMING MEMBER BUILDING WRAP WRB LAYER 01, STUCCO WRAP 6" WIDE PEEL E STICK OVER FLANGE E—Z BEAD VINYL CASING (W/3/8" FLEXIBLE PVC BACKER ROD) I *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP WOOD CONSTRUCTION '' -------------------------------------------------------------------- I� /�� IIIII �/� #1 BEYOND W SELF -ADHERING — ----------------------- S T LI C C O W fRA P WOOD BREATHING I FLASHING WEATHER RESISTIVE BARRIER "I d I' (LEATHER RESISTIVE CASING BARRIER S TO LAP r J A D W N D O W WEATHER RESISTIVE / W MIN. ABOVE TOP / '''' II }}�� /� pB{ARRIER'2 / / OF 'Z' FLASHING �j LUR5 LATER �, FORTIF18EfR W%6RE ALPSIDING /// i Q , JIIIIL — 5UILDING; PAPER ERRE515TIVE 6' SELF -ADHERING BARRIER � v BARRIER "I FLASHING z WEATHER RESISTIVE Reviewed for Code \ / BARRIER "2 Compliance STARTER STRIP / \ \ / Universal Engineering METAL LATH Sciences GALV'D METAL DO NOT CAULK OR I I _ W FLASHING T H I CK 3 COAT C E 1" L E N T SEAL OPENING \ / l EAL OPENING OR (EXPLODED 8 /,— GALV'D METAL WEATHER RESISTIVE VIEW FOR PLASTER 'Z' FLASHING BARRIER 01 TO LAP I Ya' X W SIMULATED W MIN. ABOVE TOP CLARITY) WOOD TRIM MEMBER OF W FLASHING E-Z BEAD VINYL CASING I Y' X 6' SIMULATED ("'FLEXIBLE PVC \ / I W9OD TRIM MEMBER BACKER ROD) \ / SELF -ADHERING 6' SELF -ADHERING FLASHING FLASHING \ CEMENT LASTER \1\ tY WEATHER RESISTIVE ' BARRIER 01CASING- BEAD 0) RAISED WEATHER RESIST( VE BARRIER "2 1'� A BAND ( FRAME) SIDING TO STUCCO ® FRAME TO FRAME SCALE: 1 1/2"=1'-0" i 19 TRANSITION WEATHER RESISTIVE BARRIER *1 E-Z BEAD VINYL CASING (W/%'FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER "2 LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER —' — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 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 0003325 SXYBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAM" GARAGE SWLNG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT. STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 21 02 25 DATE: / / I SCALE: 1/4"=V-0" 1 SHEET 2x6 SUB -BAND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL d STICK DRIP EDGE 1/8" TEXTURED FINISH -a WOOD 1/2' TEXTURED FINISH -8 CMU V� IV I� IV r � � 11 METAL FASCIA V WRAP YS" FROM STUCCO, 1" FROM WOOD WALL � 1 EXTERIOR WALL 1 1 (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB SAND ONLY METAL FASCIA UJRAP 2X6 SUB BAND ROOF KICK OUT REMOVED \` FOR CLARITY \ROOF DECK (BEYOND) \ DRIP EDGE, I" OFF WALL NOT INTO STUCCO) \'N ! FI/8" TEXTURED FINISH m IN V / WOOD, 1/2" TEXTURED FINISH a CMU -)ELEVATION AN \ 2x�o SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® UJOOD, 1/2' TEXTURED FINISH + CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) UJR5 LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOF-ING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-m" SCABBED TO TRUSS W/12d NAILS (l"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB_BAND DETAIL @ WALL SUB BAND DETAIL ® WALL W./KICK-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 -SAND W/IYHx4" NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. y4" A50VE 50TTOM OF DRIP EDGE 2x SUB -BAND W/11�"x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAT GARAGE SITING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH UP. ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDER AR NO T7305 r DATE: 02 25 21 SCALE: 1/4"=1'-0" SHEET WA6 ►1 N v C9 0 q* 4" CONIC SLAB $T m TOP OF 0 SLAB T-6" 0 N 40'-0 12'-0" 4'-8" 1 1.1 9'-4" 8'-0' 4" FOUNDATION NOTES 1, SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE+-U-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER F1-24X24 SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: . FM-12x12 — E _ � FM-12X18 � gu- 9 rF IN N I 4" CONIC. U.I LL a 'w N - SLAB . Lu o a Ig 0 LL ao bo v — N LL 6_2„ V_6" o r L 1 — EXTEND FM-12X18' 1.1 SLAB 1 112" TOP OF N SLAB N Ico X N �LL71 o 111 17'_6"21 10 ;'Q ; o zo - o X�� V Li I It � 4" PVC%� a I o CHASE: i v 2'-8" 3'-4' 20'-B" • TE-1— 5 1/2 EXTEND ivQ I� 1 SLAB 1 1/2" EXTENDIt 0 SLAB 1 1/2" L FM-12X18 N5 1.1 I El 1 -7" 3'-5" 1'_8" II LL 4'CON a w BLAB I00 -3 1/2 x I FM-12x12 II IN----J I . N — I • �u- � �� a N 1 ,., El �.1 LI zo 2 J• 1.1 1 •l 0 +�� FMG 2X18 I m °' `�y; FM-12X18 F� \ �. 0o Cl)FMC-12X18 7 112 N o — — — FM-12X18 �— — ?�' ti Z L N FOUNDAT(-�,:T PLAN SCALE: 1/4 = V_0, PROVIDE 1/2 FELT PAPER AT THE JOINT. 7, COORDINATE SLAB ELEVATIONS STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9 WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 OINDICATES #5 BAR DINDICATES #6 BAR,NINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #VS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S MORTAR, ASTM C476 GROUT (3000 PSI) UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T.-O" O/C MAX. SEE PLAN FOR WWM SIZE INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F SHORT I LONG FM-12xl8 12" CONTINUOUS 181, - (2) #5's FM-12x12 12" CONTINUOUS 12" - (2) #5's TEA 8" SEE PLAN 8" - (1) #5's (- p�'-w FMC-12x18 12" CONTINUOUS 18" (2) #5's VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (-)0'-0" F1-24x24 24" 24" 12" (2) #5's (2) #5's (_)p'" SECURE A/G SIMPS❑N WB CONC,STRAP / W/ UNIT ROLL STRAP OR 3/16 C2)-3/16`NS EQUAL 2 EACH TAP—CONSUNIT :(CORNER OF CONC, SECURE STRAP TO SLAB UNITS W/ (2) #8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance Universal Engineering ` Sciences s psi `' UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #106 �a PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: a FOUNDATION PLAN 60 MPH EXP. F CT•ORIDADERSON 305 PRINT 2125 DATE: 02 / / SCALE: 1 /4"=1'- 0" SxEET SI Z STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND ❑ } SPACING REQUIREMENTS Q v m W U00A. V J p Z 8" CMU WALL a ° SEE SLAB SCHEDULE EXT. PORCH SLAB 2" ISOLATION ° •' 4" CHAMFER (1-STORY) W/ 1/ L_'•.1 6" CHAMFER (2-STORY) JOINT (WHERE f • 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" 1 EXTERIOR MONO -FOOTING SCALE: 3/4"=1 -0" 0 ih BOLLARD LAP P PLATE A MIN. OF 48" AND L W/16d COMMON NAILS, 2- OWS, 4" O/C BTM. LAP TO OC Or STUD 2x4 OR 2x6 WOO BEARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS SCALE`S/4"=1'-0" �— VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. P E TO 10d NAIL O/ T GERED. RED. A T L METAL C N TORS NOT RED WHEN NO ff tom`" FT IS PRESENT. SEE SLAB SCHEDULE li SEE SCHEDULE FOR WXD, BAR SIZE D BAR QUANTITY 9 INTE R FOUNDATION OD WALL SCALE: 3/4"=1'-0" (N O P L I FT) t' _Z STEEL REINFORCING IN GROUTED o a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS CoU W va K� Q O 8" CMU WALL o M Z O — TOP OF < VA ° SEE SLAB SCHEDULE TOP OF GAF EXT. PORCH SLAB 4" CHAMFER (1-STORY) ISOLATION t , °'` 6" CHAMFER (2-STORY) JOINT1/2" JOINT (WHERE •-�—• SEE SCHEDULE APPLICABLE) _z Q' FOR WxD, BAR SIZE AND BAR QUANTITY r MONO-FOOsCALETING Q,EXTER'OR GARAGE Lu 011 0a I > NEW REINF. BAR O of a ¢J SECURED W/2-PART I EPDXY. MIN. EMBED JQ 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF .� HOLE. Q� 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 30" MIN. EACH WAY MONOLITHIC FOOTING �av • 6 a • a 7J�. FM ► . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH vl WAY AT ALL CHANGES IN DIRECTIONS a SO THAT THE STEEL REINF. IS CONTINUOUS 'MATCH AMOUNT OF CONTINUOUS BARS ILL P' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL LAP TOP PLATE A MIN. OF48" AND NAIL W/ 16d COMMON ILS, 2-ROWS, 4" O/C BTM. LA O OCCUR OVER STUD 2x4 O\PROVIDE EARING - WAL No 2 ANS FOR SPACTM. PLATE TO BL. TOPPLATSIMPSPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2 COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" +_ 0'-0" TOP-0F SLAB a - SCALE: 3/4"=1'.0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKI LI BT. P TE TO SLAB W/ 9" E E ANCHOR W/ 2" k ET IN HIGH STRENGTH P 5-1/2" EMBED. MIN: @ 16" OC i' [-SEE SLAB SCHEDULE a < EQ. EQ. -SEE \SIZE FOR W AND BA7TERIOR CURB FOUNDATION WSCALE:3/4"=1'-0" Z Q a Q a m W '\ J m W of U_ Y U co I� Of J Co a a Q 8" CMU Wof co O M ZILI Cl) O TOP OF SLAB Z - SEE SLAB SCHEDULE a ' , EXT. PORCH SLAB "ISOLATED" COLUMN PAD W/ 1/2" ISOLATION '• CENTERED UNDER WALL AND JOINT (WHERE . POURED MONOLITHICALLY WITH APPLICABLE) FOUNDATION AND SLAB 6" PVC CHASE - SEE SCH ULE THRU FOOTING • 0.. FOR WxD, BA SIZE AND BAR QUAN TY MBI,NED EXTERIO MONO- 10 OOTING AND COL. P STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _Z , I 8" CMU WALL 4 y ° SEE SLAB SCHEDULE p . a 4"CHAMFER (1-STORY) 6" CHAMFER (2-STORY) r i _Z + MATCH STEEL REINFORCEMENT w PER SCHEDULE L J J cn ❑ W W W = UU CURB FOR MASONRY UNITS SET AT ELEV: 0'-01, RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT PROVIDE DBL. TOP PLATE 0 -0" I I/ W SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16 O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. F-SEE SLAB SCHEDULE OF SLAB • 4 A. EQ. O. SEES CHEDULE FOR XD, BAR SIZE AND R QUANTITY (NO UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences q' TOP OF SLAB •a W ' + d + d. a. '+ d A ° 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 11 .THRU FOOTING SCALE: 3/4„=1'-0 + 0P0,, OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 2194 H WY A1A, SUITE 301 a INDIAN HARBOUR, BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 00033125' S17DIV. ae LOT- CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. PAVERS TOP OF SLAB a> ~ SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY D NCH FOOTING , TRENCH 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 SEI PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE d' ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING 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" nC MAX. F-SEE SLAB SCHEDULE +_ TOP OF SLAB qa _\ A A SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY �__�INTERIOR FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" (W/ UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" T EAD W/+1" NOSE da o � 8" CMU WALL #4 RE BAR (TYP.) a W + 0„ m J (n W a y TOP OF SLAB —� SEE SLAB SCHEDULE °con a Q 1/2" RADIUS OR d zqd.' CHAMFER e 4 ° ° W OLIJ < a (n 4 � XX W_ Q C6/ Q G °• M C a° ° d a •O. Q° uj W j .e' 0 Q 6a '� �.°.a4. "�.. Ui 00 Ni EQ. EQ. SEE SCHEDULE _ FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL , 3 SCALE: 3/4"=1'-0" +_ 0,-0., 'TOP OF SLAB z 0 m W � J �a O (D °}•; STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8' CMU WALL rSEE SLAB SCHEDULE u- } a d a SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: r 1756 "EASTHAM" GARAGE SWING: LEFT m` PAGE: DETAILS a 60 MPH ESP I I CO' ARCHfTECT: STATE OF FLORIDA FEB -2 6 2021 MICHAEL C. ANDERSON €) AR NO 17305 PRINT DATE: 02 25 21 SCALE: 1/4 =1'-01 SHEET ; If I SI.IB 30'-4" 29'-6" 25'-8" 24'-10" 17'-6" 13'-8" 0 DOWEL PLAN SCALE: 1/4 = 1'-0" Reviewed for Code Compliance Universal Engineering Sciences oE-1 r 34 HWY A1A, SUITE 301 3IAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 mw. a bd es i gngrou p. co m AA #: 0003325 FS 3 x-. R Ifth ��o s � s<� zun 5 a 1�3 a � a s 86 ,a WA, �I CREEKSIDE' PHASE 2 I LOT #106 PROJECT: 04321.201 106Rl MODEL: 1756 "EASTHAM" ,;•ARAGE SWING: LEFT A*GE: F' DOWEL PLAN I 60 MPH EXP. { ARCHITECT- STATE OF FLORIDA FEB262021 MICn L C. ANDLI€1)�s NO T7305 PRINT 02 25 21 DATE: SCALE: 1/4"=1'-0" SHEET S1o2 's. >i A Z G a .d a e e, A N IrA TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I J, VARIES PER ELEV. p - A- A a I °•� a 4 6 I .A v d A. a � A ZLu �O HORIZONTAL/VERTICAL REINFORCING SCALE: 314"=1'-0" CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" N OFFSET METHOD HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS FE11 m zot 1 -0" • r� 1� CMU UNIT DIMENSIONS `w ' a1 ARE NOMINAL SIZES ` 3 MASONRY SYMBOLS SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i gngrou p. co rr AA #: 0003325 Yw �1 w k W `o t1 e a i 7 I SLJHDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT. STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT // DATE: 0225 21 SCALE: 1/4"=1'-0" SHEET u///may j///-9�@ S1. L �l � FRAMING NOTES 1.U.N'OALL STRAPS FOR ROOF TRUSSES TO8E j CONCRETE T[}WOOD ROOF: S|k8PDONHETA%NX(01OdX11/2"HDGNAILS. � CONCRETE TOWOOD FLOOR: � 3|MPSONLTA2W/(0l0dx11/2'HDGNAILS, WOOD TO WOOD: S|&1PDONH1UAORLGT2N01Ddx1 1/2"HDGNAILS, FILL ALLHOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING /STO8EPER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAPE-01AND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. � 4.ALL NAILS FOR TRUSS T0BEAM AND TRUSS TDTRUSS METAL CONNECTORS ARE TO8EGALVANIZED, 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST'CRETE, CONNECTERS ARE TO BE GALVANIZED. ` ' G.LINTELS AND MASONRY BEAMS WERE DESIGNED mA~�EDONCAST-CRETE ^� CONCRETE LINTELS. 7. BOTTOM OFLINTELS ARE TOBEPLACED ATTOPOFWINDOW, DOORAND CLEAR SPAN OPENINGS. D.LINTELS SHALL HAVE 4'NOMINAL BEARING (4'). Q.THE TRUSS FRAMING SHOWN |SSCHEMATIC |NNATURE. 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 REV|EVVAND APPROVAL. 1U.PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDS 0FROOF TRUSSES SECURE 2xMEMBERS TOWALL WITH H|LT|X`ZF.POWDER ACCTUATED FASTENER, ZF72PDS36..l77''«x27/8"LONG, WITH WASHER @l0' O.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 ON � RATIONAL ANALYSIS. � l3.ALL ELEVATIONS ARE REFERENCED FROM O�O.FINISH FLOOR. UNLESS NOTED OTHERWISE. � | � � ! � BEAM SCHEDULE MRM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL /T.O.A. =TOP OF ARCH/ T.O.S =TOP OF SLAB ABBREVIATIONS E.E. EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.0- = THROUGHOUT REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING Reviewed for Code Compliance Universal Engineering ED Sciences � ��"� GT ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN � � n � ?I u� GT � � � n �� INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 ARCHrrECT- STATE OF FLORIDA F 11111111W - 02/25/21 S SC #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN OPEN FACE SHELL SO AS TO ALLOW BENT IN BAR TO BE PLACED IN UPPER AND LOWER L #5 MIN. REQUIRED BOND BEAM EACH CELL HOOKEDIN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 02JCORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINT E.L. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (11 #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE P�S�° NOMINAL--16-1T/1M/0B P� HEIGHT # OF #5'S. TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S. BOTTOM AND XFXX - 1 I/OM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/110/013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL LOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION I II SINGLE #5 CORNER BAR, 30x30 TURNED UP / OR TURNED DOWN INTO . FILLED CELL _E REINF. BAR(S). ,ROUTS BENEATH STEEL REINF. OF BOND. BEAM STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM 8x8 BOND BEAM WI (1) #5 BAR GROUT SOLID FROM ------- LINTEL TO TOP OF BOND, BEAM, IF FILLED LINTEL. 8x8PRE-CASTCONCREIF ------ LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING -2" OR 8x8 PRE -CAST CONCRETE. LINTEL, W/O STEEL (L1) RFFER TO PLAN FOR LOCATIONS 8x16 DBL. BOND — BEAM W/ (1) #5 BAR EACH COURSE BOND BEAM OF OPENING TYP. 8"x8" u— BOND BEAM ,� TYP.8"x16" p BOND BEAM BOND BEAM NING SEE NOTE 5 MASONRY BEAM DESIGNATION SCALE: 3/4"=T-0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18�' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE_ .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING - SECURE TO SHEATHING W/ MIN. 2-12d PER BILK. EA. END 7/16" OSB SHEATHING -CMU WALL ARCHWAY FRAMING DETAIL E: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. ae LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHTECT= STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 DATE:: / DATE: 02 25 21 SCALE: 1/4"=V-0" SINGLE LINTEL, MULTIPLE OPENINGS SHEET Ste 1 91 Reviewed for Code Compliance Universal Engineering Sciences "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD T_A_ B_LES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR 11 SAFE UPLIFT LOADS FOR 8" PRECAST &. PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD 1 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8.OB 16-1T/OB 1T/OB 1T/OB 1T/0B 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH -- ___ WIT 8/1B1T 8F20-1T 8124-1T 8/28-1T 8/32-1T 8/8-1B 16-1T/1B 1ThB 1ThB &1T/1B -1T/18 e/6_-2T 6/16.2T 8rza2T 6/24.2T 8r28-2T &32-2T 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-0" PRECAST 689 1024 3'$' PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4 -0" PRECAST 1065 700 2305 3125 3945 4765 5587 4 -0" PRECAST 514 763 41-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3OW 3815 1 4570 5325 6079 4'-0" PRECAST 819 533 1770 2400 3033 3066 4300 4'-0" PRECAST 398 591 4'-6' PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 51-4" PRECAST 931 1247 1999 2580 3123 3686 4249 51-4" PRECAST 411 411 - - 5'-4" PRECAST - 1016 1606 - -- 2374 2944 3513 4084 1319 4480 7196 7342 5780 0259 1016 2276 28M 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 260 3009 3470 5'-10" PRECAST 340 339 -- - 5'-10" PRECAST 909 1499 1971 2443 2916 3387 1161 3693 5877 amem ,erg 20W - 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 _- 6'-6" PRECAST -29 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10000 8825 --- 835 1888 23" 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2M 3191 3685 7'-0" PRECAST 303 534 7'-6" PRECAST — 716 _ ow1181 1462 1743 2025 9w 2498 3408 48M 7067 6472 r27 1624 2025 2426 2827 3228 9'�" PRECAST 428 833 1593 2204 2481 2818 2821 9'�" PRECAST 192 384 9'-4" PRECAST 454 586 7P 948 1129 1310 639 1674 2298 W81 4099 4899 572 — 1318 1643 1969 2164 1 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 _ — 10'-0" PRECAST 356 _ 488 612 755 899 1042 550 1407 1897 2781 3222 3784 -- 504 -- 1180 — -- 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2252 2888 3830 1 V-4" PRECAST 132 417 1 V-4" PRECAST 430 4O8 530 B53 777 872 544 1312 1742 2252 2868 3552 466 -- 1042 1372 1643 1470 1710 17-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 --- - 12'-0" PRECAST 383 6 36 476 587 698 783 507 1210 15M 2048 25M 3171 - 440 940 1300 1560 1314 1470 13'-4" PRECAST 270 433 1045 1366 1732 2157 2535 IY-4" PRECAST 82 298 13'-" PRECAST 308 303-- 393 484 575 645 414 1045 1365 1732 2310 2605 - 398 -- 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 low1988 2279 14'-0" PRECAST 71 293 -__ 14'-0" PRECAST 279 278 360 443 526 809 390 976 1272 1608 19M 2389 378 717 981 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-0" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422— 506 626 746 865 � 1079 1429 1824 2277 2712 -- 246 -- 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 16-49 PRESTRESSED N.R. 252 — 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 — 908 1134 1353 1572 1T�4" PRESTRESSED N.R. NR NR NR NR NR NR 17-4" PRESTRESSED N.R. 183 _ _ " IT-4PRESTRESSED 187 328 365 451 587 880 300 856 1121 1413 1739 2047 - 192 506 720 501 1135 1312 IW-40 PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 _ 1V-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 211-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 180 598 833 1038 1168 1468 142 _ 373 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 224r PRESTRESSED 137 226 _537 290 359 428 497 185 550 784 992 1203 1381 1_37 358 - 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 _ 24'4r PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 124 319 _ 455 581 687 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST' EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 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 #106 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAT GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 60 MPH EXP. ARCHITECT - STATE OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 rr "N a DATE: 02 25 21 i SCALE: 1/4"=1'-0" 1 SHEET S 2 e 2 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: i 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. I IF) LID 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 77 CONCRETE LINTELS. n ~- 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CJ1 II CLEAR SPAN OPENINGS. ir 11 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). o CJ3 n II II II 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 CJ5 -- II II II LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND 1A A14G APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES 3.1 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF POWDER ACCTUATED Al2 FASTENER, ZF 72 P8S36 177 x 2 7/8" LONG, WITH WASHER @ 16' O.C.- 1A 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT __= Al = _` _-a 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. _ - _ In. T 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS 0 OU- NOTED OTHERWISE. p o 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING 00 0 =_= NLG SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC 0 w PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE O INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY J z == A4 - - -- REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD Z U GIRDER/TRUSS TRUSSES W/2X4 Q CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN W/2X6 BOTTOM BOTTOM CHORD O m A2 THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ¢ ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS CHORD o WEBBING, SHEETING ETC, IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. 2x4 SCAB NAILED TO DIAGONAL END JACK TRUSS BOTTOM BRACING/BOTTOM- V Q CHORD W/MIN(4)10d CHORD BRACING WHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION TRUSS MANUFACTURER / ENGINEER NOTES: Ye 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE A DISSIMILAR BOTTOM CHORD BRACING @ END :!IAFABRICATED W/ A 2x6 BTM. CHORD (MIN.) e: KTe. of - - _ 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS 0 > WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT U 2 A3 SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. (j = _ = 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSSES W12X4 TRUSSES Ill TRUSS CONNECTIONS. GIRDER/TRUSS ~ 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. BOTTOM CHORD BOTTOM CHORD p Q - _ W/2X6 BOTTOM m. - A5 0 MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CHORD O ILL n 0 A7 J Z_ - - - -- Q ,- 2x4 SCAB NAILED TO KAa FOR EACH CHORD CONNECTION @ MID RUN acAl CONNECTOR 5CH EDGES T MITeR USE. SIMPSON MITek BEEFPSCf HIS: UPLIFT GMVNY ID11. UPLIFT I GRAVNV IFASTENED FASTENf R HTA 1618 1625 IMEYA,16 IFTED I IB)]00S1HP- ]-PLY,(,FAS2-0LY,EMBE04' IBI FOE x1112"1-PLY,(6) 16tl 2iLY. EMBED tl' (21 HTA 1618 2430 121 META-16 1985 (12)IN It 1112"1-0LY, NGADM (10)IN x 11/2.1 PLY, EM8EF4" HTA 16 ]eID META-16 MID (SO)INX11/S",(e)96d2-PLY, EMBED4" (91FOR x 1112"1-PLY,(8116tl 2YLY, EMBED4' 'HTA 20 1BI0 HETA-20 1910 IFIR1W x11/2",(It)SW2-0LY,EMBE04" (RR INx1112"1-PLY,(8)16tl 2-PLY,EMBE"tl' (2)HTA-W 2430 (2))BETA-M :MOSS (12)2. It 11/2%13LY, EMBED4" 110p0tl x 11/2.1 PLY, EMBED 6' 25N (lO) lftl 2-PLY,EMBFD4' 112)]Gtl M PLY. EMBE04" LUGT2 16S5 I 1805 MEN IS114F' s"WeER B h 0. ehoS, WOOD (16)IN x 2 I/V THEN, ACORNS)'Ed - iLL 33PL LGT3-SU52.5 34. CONCH)3/e %5"W tlg B Anchors WWD(121W525 (12)5D51/4'x3" TO GIRDER, (4)9/8"x VFTTEN XDTOWAIL DIII 2430 DETAILED 24N (16) 106x1112, I PLY ALTRNATE ON OF 12) XTA 20 ACCEPTABLE (I8) INK1112, 1 PLV ALTERNATE USE Or (2) H E LA-20 ACCEPTABLE MUGTT5♦ 3945 ME, 1 BEES (1)5/8" AT.R. IN HIGH STRENGTH EPO%YRIAl 2" EMSED),(2211WT0WO0IA (1)5/8'A.T.R. IN HIGH STRENGTH EPO%Y(MIN, 12' EMBED),(22) led TO WOOD HUSEM. 1571 HGT-2♦ 10690 WWDIUR ISM, MASONRY(213/4"ATR (2)3/4"ATHH IN HIGH STRENGTH EPU%Y(MN. 12' EMBED),NGjI0tl TOWUG5 - MlGi3♦ REM Il lREW WORTINO IN, MASONRY(213/P'A.T.R (2)3/4'.ATH. IN HIGH BT RENGTH EPDXY(MIN. 12" EMBED), Net USE TO WOOD Lp{p ]S]O PARALLELiO WALL ]4]O PEAPENDI CUWR TO WALL LT 1210 PA13ALLELTOWALL 1210 PE SEEN DIfllIAR TO N,AV (10)UM x 1112" (lO) Too xl-1]S' MUGT35 BEES I VET I 4940 (115/6A.T.R. IN HIGH STRENGTH EPDXY (MIN.II'EMBED), Ig 1W TOP/BoDOE FACE/(12)JOE BACK OF TRUSS (1)SIR" AT.R. IN HIGH STRENGTH EPDXY IMIN 12 IN BED),(16)SIDE 1/4 x3 HUVF 9575 1 121 YG1 7185 IH2j5/BATR.INHIGH STRENGTH EPO%Y(MIN. U' EMBED), (9) IN (2RY AT R IN HIGH STRENGTH EPO%YIMN]2 EMBED),(321 SIX 1/4 x3 MTW 12 9O5 MT512 990 III) IN x, In",(14)TOE (14)106 X I II" HEW 16 1355 HIS lE 1310 IFEE1N%11/2'.(36)He (16)led %1112" H I 2D .... HTS 20 1310 12411N X 11/2', 120)]N (24130E X 1112" ITT. Z4 1355 HTS34 {3f0 IM411N %11/E', 120j]M (2411OI x 11/2 LVA 12 rvn 930 LSTA-T2.a 925 (]OI1N I10)1N LETA is T, 1235 LSrl 1235 (1411N (14)1N MSTA-NITF 13ID MSTA-N T+ 1311 (14)IN (14)IN MSTA.24rv. t64O MSTA-24- 1TMU (18)1N (18)1N MSTA-3Dw 2065 Ml 2050 (22)1N (22)1N MSTA-3A- 2065 ell IF'. (2G)100 (26)IN MOORS 2765 M51I-31, 38W (16)IN It1 ME (36)10tl%11/2' MTSIN. SIDS MS7I-00 50TI IRS)]. xl l/Y (48)BOG %1112- LFTA6 1. He iM15 (16)Rd x 1 ltl ERN (81 N TO PIATE5,(8) IN TO STUDS ST4 8]5 S. 825 IS) IW T05IUOS (d)IOtl iOPWTE (6) 10d x 1112'iO 5TUU5 MP34 5251NF291" A. 430 (4) BE e I In' TO BEAM,(4)Btl x 11/2"TO PhOl (V it i11/2" TOBEAM,(410tlx11/2 TOPET HHCP2 MID HCE2. 590 1101108x1]/2" TO TRUSS,(10) ITS XI 112-TOPMTE 112)10tl%11/2' OU", FOR HTOA 1N0 (9)1N,t11/2'TOTRU$5,($)10tl Xl W'TOPNTf MUET15&PHD4A 4175 VGT&HDll4 4. (IrED IN TOTRUSE,(10)W53 WOOD SCREWSTOFYITIAl THREADEDDER (I6)-565E/4'xl'TO WOOD, Ill 1/4"v21/2".W/THREDfDROD,(2) NUTS/WASHEETO PLY MUGT1S&PHDAA It. MET& HD70 4. (28) IN TO THUM, (10) WAS WOOD SCREWSTO"IW/$IV THREADED ROIL 11l1/4'x3' TO WOOD, (3) SIB STUD BOLYSW/TXRFANN MD. (2) NUTS/WASXR"Te PAU44 2511 6115 ABU SAS - 23W ]]50 (1)Sir A.T.R. IN HIGH STRENGTH EPO%Y,(MIN. T EMBED) IN CONC"(12)1N To gal 111 PACAT.R. IN HIGH STRENGTH EPDXY, (MIN .]" EMBED,. IN CONC j12) 1N TO WOOD PAIGS 24S5 EYING ABU RISE 2191E IFENT (11SOFT ATR. IN HIGH STRENGTH FPO%Y,U.N.I" EMBED) IN CONC., O2N fill TO WOCO Ill 5/8'AT.R. IN HIGH STRE NGTH E FOXY, (MIN T" EMBED) IN CCIL,( sHM TO WOOD MIS I, 12115 LV19 fH 1310 (1)3/4' A.T.R. IN H IGH STRENGTH EPDXY,IMIN. T' EMBED) IN CUNL., GRIDS TO WOOD (1)3/4'pTH IN HIGH STRENGTH EPDXY IMIN]' EMBED, IN GONG, GOW TO WOOD LT520B rvrr 1100E IINV`_ ism Ill 3/4A.R.INHIGH STRENGTH EPDXY, (MIN, V EMBED) IN GONG, Feel x 2 Ip TO WOOD (1)112ATD IN HIGH STRENGTH EPDXY, (MIN ] EMBED) 1N Al (10)INTOMOD ' HTT4S 41 YJ EFTA .11 (115/3ATNINHIGH STRENGTH EPDXY (MIN. T' fMBE011N CONC(19) 16tl 2]'2" 1)5/8"ATH IN HIGH STRENGTHfPO%Y(MIN T EMBED.) INCONC(261160%21/2 FETUS SODS H75 5090 (115/B'ATR. IN HIGH STRENGTH EPDXY (MIN. T' EMBED)INCOC(26)]6tl%21/2" 115/8"ATH IN HIGH STRENGTH EPDXY (MIN T EMl INCONC,(26) 16E%21/2 UPH011+ 14395 HHDO11 S 6 25ry 31010 I])Y'AT R.IN XIGX STRENGTH EPDXY, (MIN .IV EMBFU Iry LDNC.(24)W]iWWUSCXkWS 1".R (]1AT.IN HIGH STRENGTH EPDXY, (MIN, 10 EMBED) INCONC.,(MjSMK"x2K WOODSCREWS VXOSA 6525 EDIFY BM5 14 WSSE SCflEW (119/BA.B.IN HIGH STRENGTH EPDXY, (MIN T'fMBE IINLONG( f COO . 5 ]]8" A.B. IN HIGH STRENGTH EPDXYMINIEMBED. INCONC. 334"STUDBOL{STOWOOU () / EPDXY. (MIN. ) .( / TUYB ]8]0 HIGH STRENGTHEPDXY, 111 E/@"A_B IL NGTH EPDXY, (MIN ]" fD11NCEN DBOLTSlAfIWM NFM3$%12U. 2580 I1N 3,/TOWFOO 3.Sfi/11.M5 3475 5330 WMING LESS TXEMB 1-BOL ICICONC U,NAIP BN4"FROMf DBEOFCUNCW/3/4'L110.fIW RAMSET/REOHEAp.(])3/4"ATR DVroQ BOIi SLffVEpNCHOIt 01i PO W/MINS"EMBEDINSTALLfDINFACF. (]4)INATIOIST F INHIGH STRENGTHfPU%Y(MIN.6.I5")1ddTOEYT)INC MU TOP, (])3/40.10.1N HIGH 5T0. YG1N EPO%Y,(MIN.6]S"EMBEDMENT)RNCMV FACBc(181N iO BfAM XUS4121F H.11I1 GM OR 3G15 1111 2]]DIIN%) 3325(II,Xo 3080 HUSC412 (WOOD) ; u'D 343S 1800 263S(IWFU IOJESITOHEADf R,(10)1NTUWOOD (10)160TOXEAUEHFI(RIEtl'FOWUdG 322I1(1259a) 45D0 (H,BI1 x 3"" WS3 ECREW5 110) ]N TO . VSP (2013/]6'TAPPERrv,(10)]NTOWCCD (181/4x2-3/4.. TITE N 19 PER FIANGEI TO CMU(30)1W TO WOOD XD210-21F CNV ( ) ]950 3000 NUCUR (CMU) 1800 4500 (18 x3'" W53 SCREW, 110pN TO W VSP (20 d/]A T PVFR (10)IN TO W000 (18)1/4 R2-3/4"TNEN(9 PER FONGEI TO CMU(10) led TO WCOD XU210-",CMU) 2]95 Sol FUC210.3 (CMU) IHIT 45D0 ,MjYG 3""W53 ARFW6(10)INTO. W, USP(20)3/16 TAPPER,0FII0XTUWOUD 1129 (]814x2-d )/ /4"TITEN(9Pf0.FLANGE iUCMU, I10)]N TOW WO LGUM"2. M121 F06G LGUM26 Z3 143U SS45 14)IrlX " Wetlgo'BORI Anchors, W ODH)WS3 WCODSCREWS (4)318 x4 Ill EN HDANCIOESM PER FLANGHTO CMU,(411/4x2]/25DSSCRIWSTOWMED U U U U U U FRAMING PLAN SCALE: 1/4" = 1'-011 Q Lfl M CJ1A CJ3A CJ5A Reviewed for Code (, Compliance Universal Engineel Sciences 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS SECURE TO BM, W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. j 2194 H WY AEA, SUITE 301 INDiIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 J www.abdesigngroup.com A AA #: 0003325 Tom- I°I 1 k IT 1 %1 F9'1 1y I 1 A _ a r� On 1 1 r 1 ,'1 i I I. ;DTI Aft �� lk \ \a cl a k�jj °^ e ? Ed .�. ES � `e ,. r �� W SVBDIV. ! y ` " C'REEKSIDE PHASE' 2 LOT #106 F 1 PROJECT# 4 04321.20E 106R1 MODEL 1756 r "EASTHAT "GARAGE SWING: LEFT aci�f PAGE: %1 y FRAMING E PLAN 60 MPH EXP. PRINT 02 25 21 DATE• N,IT SCALE:1/4" _OTF SKEET me S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 z' NAILS TO TRUSS PLYWOOD SHEATHING, SEE B42) SIMPSON HETA16 TRUSS ANCHOR WITH FLOOR SHEATHING SHEAT SHEATHING (12) 16d x 1 Z' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 16 10d x 3 1 NAILS TO GIRDER AND ( ) 4 � E 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 q" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24' O/C, GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS; L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS; L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TRUSS/ SS&TYPICAL `GIRDER CONNECTOR(S) NOTCH DEPTH 1/4*D 0 HOLE EDGE >5/8" I THOLE DIAMETER ,2/5*D SGL. STUD I OUTER 1/3OF SPAN OI LY EDGE >5/8" BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS ,ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFANALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE, A PT SYP #2 2" x 4", (9) 10d x 1 f NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDES" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR r A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4)1" x 5" TITEN HD TO CMU AND (12) SIDS ' � x,2 TO GIRDER B (1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) z x 5' TITEN HD TO CMU AND (18) SIDS " x 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3)16d R (2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) 2" x 5"TITEN HD TO CMU AND (18) SDS 4' x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM'' ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE 12" O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE3/4"=V-0" 6'-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) I # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1 /4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 114"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 lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING U-0" O/C ��----END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1U-0 O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ INTERSECTION TYP. (,:: �+ BTM. CHORD BRACING 6 SCALE: 314"=1'-0" >UALL: 1/4..=] -V.. (2) 2X4 Not 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, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR — BOND BEAM REQ. Reviewed for Code Compliance Universal Engineering ED Sciences 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) 10d's.. @..EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: THE USE OF ALTERNATEMATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2FORCES. ALTERNATE MATERIALS 2194 H WY A1A, SUITE 30.1 INDIAN HARBOUR BEACH.' FLORIDA 32937 1 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 I, I r A _ F w I 1 , wi CREEKSIDE PHASE' 2 LOT #T'06 PROJECT# 04321.201 106R1 MODEL: 1756 "EASTHAT GARAGE SWING: �i LEFT PAGE: 3 DETA u 1 I•. I k 60 MPH EXP. G' .6"T ARCHITECT- , STATE OF FLORIDPt 'a. FEB 2 1i 2021 �A`' C MICHAEL C- ANDEM AR NO 17305 PRINT DATE: 02 25 21 SCALE: 1/4"=f-0" SKEET St'E3e Ili ; 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 0 PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-U STRAP TRUSS TO PL SEE SCHED. BELOW 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 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" d ' a d. 1 .a. PRE-E NGI ROOF TRUSS 5,18" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL. W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE. BLOCKING 112" GYP. WE. BD. SECURE BT. PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHOR W/2" WASHER.SET IN HIGH STRENGTH EPDXY 5-112" EMBED.. MIN_ @ 16" OC MAX. UNNINIg Reviewed for Code Compliance hu Universal Engineering Sciences 'RE-ENG =F TRUSS YP NO. >_ )ST TO E DR uumNnu LION FL#17239 o. 0 10aY10bbb N 10c:�TRUSS/WOOD POST CONNECTIONS C( Al G 0/An_�i !'- TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS Wi (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 VGTTO TRUSS W/(16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SIDS TO POST �a j9bTRUSS CONNECTION @ L.B.W. POST TOSLAB CONNECTION SCALE: 3/4" V-0" A&B -SIMPSON ABU44Z POST BASE <U:1,900 G5.660 W/ 5/8 DIA. x 6" EXP BOLT SIMPSON ABU46Z POST BASE <U:2.300 G:10.335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB gU:4.565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d k 2-1/2" NAILS TO POST. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w 9 �J < r, �1 �i �r 1 hmy v t ��Y *9 9 (SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #106 PROJECTyj# 04321.201 106R1 MODEL: 1756, "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA FEB 2 6:2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2125 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET S3. 1 B GABLE - END RA HIP ROOF OOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 18.31 PSF (28.31) ZONE 2 = 31.68 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4 OF GABLE END. A ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NIAII RFrIIIIRFMFNTS. SIZE HEAD LENGTH DIA. - TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING 20 RINGS16 (- RSRS-03 8d RING SHANK, 2 3/8" 0.113 F1667 PER INCH) RSRS-01 SCREW SHANK 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHIN©ATTACHEMENT SPACNO ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r- 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 4V V U J z LU Z O W YU Q U = O z z co 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES „ • J • Z z I `1 W z LL = z U U • z O to 00 Tn w Ofo U W Y W U ❑ O N � OD z F o� 5 m I. BUILDING LENGTH I. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP_ EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF HEATHING C * #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING L- rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES' ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4•. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WDOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6°h AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALLEXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3!4". ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION _ ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, -14 BUILDING CODE REQUIREMENTS ACI 318 Q6-MIL CRIPPLERS SILLS ETC. SHALL BE SOUTHERN P PINE NO. 2 OR BETTER. Fb — — 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHESAND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE': TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN/."OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING - IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM At064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL W'RIFY ALL DIMENSIONS P410R REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS. REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" LIVE FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LOAD psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non-concurrent #5BAR - 30" #7BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD - FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. pof TOP CHORD psf TOP CHORD psf ASPHALT SHINGLES) p psf T/ No GYPCRETE) (7 (1 (7 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. B 5 10 psf B TM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 020) EXPOSURE C, RISK CATEGORY II) (ASCE 7-16 (FBC R2020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLDOWELDETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER : 40p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION +MR• PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW' "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT TU D SPECIFICATIONS OR MASONRY STRUCTURES AND COMMENTARIES PUBLISHED STRUCTURES AN ECIFIC NSF AS PUB ED BY )' THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY U THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE -WA COLUMNS. GROUT USED TO FILL MASONRY Y CONC E FOR IN -WALL COL CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-176, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWLNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY. MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE r Reviewed for Code FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TO A DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS Compliance Universal Engineering EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO Sciences MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUTATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 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 GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS LINDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS Ix2 PT FURRING TO CASE HARDENED COIL 8" O!C GARAGE DOOR BLOCKB" 114" DIA. TAPCON MASONRY 1 12" EMBED., 4" END DIST, MASONRY 1 CONC NAIL 1 1!2" LONG. TO hU1SONRYiCONC. NO WASHER FASTENER O!C 7 12" EDGE DIST SGD, AL. DOORS CASE HARDENED COIL 9" GE WIIN O FASTENED GARAGE DOOR BUCK 318" DIA. OR 16" O/C (3/8" DIA) 4" EMBED., ENO DIST., SEE 1x PT, SEE NOTE 6 NAIL 1 L2" LONG. STAGGERED MASOR! INTO MASONRY/GONG TO MASONRY/GONG. 12" DIA. EXPANSION 60G 24" O/C (12" DIA) E 3" EDGE DIST. wl WASHER WINDOW BUCK CASE HARDENED COIL 91'01C WINDOWDOOR/ FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONRY/CONC MASONRY I CONC. REQUIREMENTS EXT: SWING DOOR (2) 3J16"DIA "TAPCON" 18 O!C 1 1/2" EMBED, WEND NON -BEARING WOOD 12"" EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNEF. DIST., 1 12" EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24 O� DIST, 3" EDGE DIST 2x PT WINDOW BUCK 0.138' PAF x 2 I/8" 9" O/C 4" END. DIST., I I2" PT TO STEEL COL, SEE W/ WASHER STAGGERED EDGE DIST, NOTE - NOT158 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICA I IONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL. BE HAND FRAMED . 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TOME SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co m AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #106 PROJECT# 04321.201 106R1 MODEL: 1756 17EASTHAM71 GARAGE SVnNG: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA FEB 2 6 2021 MICHAM C. ANDERSON AR NO V305 DATE: 02/25/21 SCALE: 1/4"=11- 011 sIiEET S I 0 m