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Home My WebLink AboutBuilding PlansE{ q} a� <1 ar j LY' i r i. r m i w u" �1 1; � - r n M"t }k�Srk I b2rr 1.. u7 M1 0 028 3 C A s�[ x F ,: DRIVE Nam, PAI M Y` . I. . �, Teal: (321) 733-7 2 Fax: ,Z321 733-7972 *STATE OF FLORIDA k1 DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: FLORIDA BUILDING CODE, RESID b ad rS, �i 6TH EDITION (2017) FOCAL AND STATE CODES Dk ' HOR TON HOMES ®OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE •CONSTRUCTION TYPE - VB PALM BAY FL 32907 'MIN. INTERIOR FINISH` - CLASS B • BASIC WIND SPEED - Vult=160 MPH TEL: (321) 733-7092 Vasd=124 MPH FAX: (321) 733-7972 •EXPOSURE - C •1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES or "-' T ATE OF FLORIDA ROFESSIONAL ARCHITECT: ,,M1; HAEL C. ANDERSON AR i;N0: '�47305 A.B. DESIGN GROUP, LLC 2194 HWY AIA,- SUITE 301 INDIAN°;HARBOUR BEACH, FL 32937 ,:F[?sIl:i;I*'31"ixv S]f►^J , n � DRAWING.i,CONTRACT DOCUMENT REVIEW"BY BUILDER THE I ER ASSUMES ALL LIABILITY FOR INTERitQ QF,,1HE CONTRACT DOCUMENTS. IF :ANY .ASPECT 'OF T14E CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FbRTHER DETAILING OR EXPLANATION IN ORDERS TO : BUILD 'HIS PROJECT BASED ON THIS DRAWING SET, I 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 I SIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB'ISESTGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAN) . BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONS'TRUCTION BASED ON THE DRAWING SET. FT. CALC.'S LARGE LIVING 191E SQ. FT. GARAGE 430 SQ. FT. ENTRY I6 SQ. FT. LANAI 80 SQ. FT.. TOTAL 2442 SQ. FT. A/C VOLUME 15720.9 CU. FT. A 1I3REVIATIONS REVISIONS DATE DESCRIPTION ABV ABOVE LAV. LAVATORY A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. - M.C. LUMINOUS MEDICINE CABINET 01/16A8- CD'$ ISSUED 005/18 . 2011 FEC UPDATE € ALT. AMP ALTERNATE AMPERAGE MiR. MIN. MANUFACTURER MINIMUM '01A6A8 CD'$ REISSUED BD CL BOARD CENTER LINE M.T. MTD. METALTHREsWLD MOUNTED r�' jP2/21AB SIDING ELEVATIONS ADDED , CAB CABINET MTI-. METAL CLG. CLR CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER 03R6/15 CD'S RE -ISSUED CONC. CPT CONCRETE. CARPET PL P.B. PROPERTY LIE1 PUSH BUTTON 04/I9/IB FOOTING REVISION PER M. EJOII S 06121AS CO'S RE -ISSUED C T CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE ADDED CURELESS FOOTER AT GARAW DETAIL (FORT MYERS) DBL. DOUBLE PLYWD. PLYWOOD 02/19A9 " D G DUAL GLAZED. PR. PAIR ". 'DJA DIAMETER P.T. PRESSURE TREATED 02/22AS PLAN MAINTENANCE DIM DISP. - DIMENSION DISPOSAL R. RAD. RISER RADIUS 03/18A9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DP DR D s DTL. DEEP DOOR DOWNSPOUT DETAIL R REF.EF. RM. R.O. RETURN AIR GRILL-._ REFRIGERATOR ROOM ROUGH OPENING 04/24A5 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON 0 04/14A9 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELE.) 06A2119 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/5I.IA (ORL) v W DISHWASHER < S.C. SOLTDCOREEXTDR EA EACH S.D. SMOKE:DETECTOR 06/21/19 ADDED LED LIGHTS s KITCHEN 4 BATH PER MARK BOWES ELEV. ELEVATION S.H. SINGLFITUNG FQ EXH. EQUAL EXHAUST SHT. SHTHG. SHEET SHEAffkNG 01A9119 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) i EXT. T".G./FX. EXTERIOR .FIXED GLASS - SIM. SIM. SIMILAR SHOWER CV11A9 ELEVATION 'G' SIDING -ADDED LOUVER s GAELE ROOF ADDED OPT. a'-0' CEILING HEIGHTS F.G. FIN FUEL GAS FINISH SL. SL. GL. SLIDING SLIDING GLASS - 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLR.FLOOR STD. STANDARD' FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR. SECTION : 04/01120 REVISE ENKAVENT RADON PLAN DIMENSIONS PTG GA. FOOTING GAUGE TEMP. THK. TEMPERED GLASS THICK 04/09nO - OPT. 8'-0' CLG. HGT.- ADDED LED LIGHT IN FOYER GAR.. DISP. G.F.I.' GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.C. T.O.P. TOP OF CURB, TOP OF PLATE'; 04/0WO OPT. W-O' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS 'L' 4 71' (ORL). GL. INTERRUPTER GLASS T.O.S. TYR TOP OF STAB TYPICAL 01A5/10 ADDED ELEVATIONS 1oIG'-'MH'-'MS' (ORL) GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE ---- - B.C. HOLLOW CORE. V.P. VAPOR PROOF HDR HEADER W. - WASHER ---- HGT OR ITT HEIGHT W, WITH INSTIL. INT INSULATION INTERIOR WD. WDW WOOD WINDOW � -- - -.---_- -_-- - - - - --- - W/H WATER HEATER W.I. WROUGHT IRON i h k ` 7 F INDEX OF,:DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PIG EI-ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml—MECHANICAL PLAN, PG D1—DETAILS PG D2—DETAILS PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG, S1—FOUNDATION PLAN PG S1.1A—DETAILS n217811*'o PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES lI, PG S2.1A-DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNI-DETAILS ' Reviewed Cods Compliance Universal En9lneednh Somme 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 liq FA 134 rv, U rq �1 Q F 0. v W q F A ti L'.. :L 0uBDIV as LOT: CREEKSIDE PHASE 2 LOT #36 MODEL: 4EBB! "1828- CALI" GARAGE SWING: RIGHT PAGE: F'! COVER ,I SHEET STATE OF FLORIDA j AUG 19 2020 MICHAEE L . AND RSON IF' I T 08 18 20 1ATE: / / r7,C:1/4"=1'-O„ , 4 (-:F-EET n c 1 Fy GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OI'1•SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.' 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING: 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY (DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10 CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED TO PLACE THE FINISHED FLOOR ELEVATION MIN V-0' ABOVE THE BFE; PER FLORIDA BUILDING CODE. Q I 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED'TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENTIS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/a° PVC (SCHEDULE 40), INSULATED WITH '/z" 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE, OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT 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 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7,1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING _ HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT 1S 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 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w w z w ju F lu Q a Lu n DI o:3 F rye A N _ pA e c CREEKSIDE k=� PHASE 2 LOT #36 PROJECT# 4321.200 f 036R1 ' =.MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT 3 PAGE: ,rl GENERAL `I 41 NOTES �I Ii I") STATE OF FLORIDA OCT 2 7- 2020 MICHAEL C. ANDERSON AR NO 17305 DATE: SCAT E:1/4" V-0" 121-4" 10'-c LIVING G - V-8' G-G' _ ROOM BEDROOM #1 8'-a' CLG. (V B 2X8 � Al • � �I 4' 4" - 6 6" I1 10" IV ,� 4'-8"' 5'-0" '_7 `r ?v V. 8 > IR-1814Q ® lie 0 — C. i--- `� . -- -- -------- — . BATH#1 I b36 R1.LC. iN 8 -8 CLG , I — — — — — — — 4 71 8�'B� CLG c0 m DE11 CC SHWR. PAN I n PRE Fii L &1 -- / ENCL L---- I12 8, -' b24 SINK IR-1SH -S sb36 '- ---� A 11L1�17Ja1� Al a'-e' ( 1 rT-n II N I � LAUNDRY I ,III iR-isF+ _ '_ a8 CLG _. (1- III V_V " it �I1 11 w N `n R4OE b36 6 _g ,'I 2i_4 6 O, 5 8 ll v �=_y a-� 8`�CLCs. 5. Al — -- 3-SH 0-7 v A_ ti'�' �- I BEDROOM#4/ DEN a-8 ti oc 11 01, 1' 0" 2' 8" b 3'-6" 3 _4 4' 0 8" - B BEDROOM M -S" 3'-5" 0 ?•d, v _ WH. r 22'x64' l I ACCESS I o II II LAv. II= 0 El B a m � 0 AI 11 s N1 `�'e BOLLARD . BATH#2 1 11a w AS REQ. B'-9' CLG 1 1 PER BLDG. CODE ti GARAGE z _ 4 ° V. $14 CLG. p FOYER BEDROOM #2 � B'-8' 3068 W/ 8'-8' CLG. 36'XI2' m 11L TRANS. El I ENTRY V4 CLG ARCH 0 (2) 3052-5H ECsRESS 0 16'-0°X1°-O'O.H.D. WALLS GABLE WX F; 0 _� 10' a 1� & : `u�?§ N GABLE to ,: 0 � 415' MP ROOFS 1Wr.0s3V FIGURE 01.2( COMPONENT AND CLADDNQ PRESSURE ZONE FLOOR PLAN SCALE: 114' = I'-0' NOTE: I -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS u��mm SQ.FT. CALC. S LARGE LIVIWs GARAGE ENTRY LANAI 1S16 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 15120.9 CU. FT. •r •r = 7 • �� r � rr: •" ••"' AND 7;; •'••°•"� FOOTAGE ZONE 160 WH (MIND NO FEMARR8 MIN. WINDOW 10 5 + `34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. -72 5 30/-31 CRITERIA 8010 O.H.U. 56 5 32.5/-38.0 16010 O.H.D. 112 N/A z 5 30.9/-34.4 SOFFIT 31b/-38.8 ROOF TILE N/A 3 -6829/ -5829 IF APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, I EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. I, (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT II MANUFACTURER. CONTROL DAM 6a/M r� I 4" DBL. TOP PLATE 0 m BAR DETAIL A SCALE: 1/2'=1'-0' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngrouo.com AA #: 0003325; F W U w 0 F �0. U 4 F A 1 1 1 1 1 1 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT 4321.200 036RI MODEL: 4EBB "1828-CALI" GARAGE S WING: RIGHT PAGE: FLOOR PLAN STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 `'""' ` DATE: 08 18 20 1 SCALE: 1/4"=1'-0" I SHEET Al SHINGLE ROOF----,-, DECORATIVE — FOAM DRAIN TILES 6" RAISED HAND (TYP.) 8'-0" 5RG. HGT. 1' 0" 16'X60' FYPON DECORATIVE SHUTTERS OR 45 EQUIVALENT q TYP. 4" RAISED HAND (TYP.) 0'-0" FIN. FLR.,_ l 8'-8" 5RG. HCsT. EQUAL IZ EQUAL TO CONTROL JOIN TO CON�RO- JOIN Fl BEEN EQUAL EQUAL TO CONTROL. ,JOINT TO CONTRi:_ JOIN '-0' 5L:)G. HGT. — - — - — - — - - — - — ■ -��1� - w s>, 1 OFT. COACH LIGHT � ,•n III _ O - FL- - FRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FHCR R-103.4 OFF RIDGE ®NT 8'-8" ERGS. TIGT OFF RIDGE 8'-8" 5RG. HGT. 1' -0" 4H l l TYP. l l 0 -0" FN. FLR I NL-- - 415 l rYPI II 12 �t6 -8" 5RGr.HC=T. l A3 II II _-_-_---_ l l -0" FIN. FLR. REAR ELEVATION SCALE: 114 - I'-0' TEXTURED FINISH 12 IIE �6 A II 45 l r A 0 _0N. FLR.$ - ------------- _---------- ------------------------ -- - 1�6 SIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT —_ .5'-8" ERCs. HGT. _T 11 I loll l l 4H48 v l ll TYP. r II " N 0 -0' FIB- - - - - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - - — - — - - — - — - — - LEFT (ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH 0'-0" FIN. FLR. 8'-8" 5RG. I= rjT. Em 0'-0" FIN. FLR. eee l 8�, R ECO. DTL. A ALE: 1/2 -- P-0" MODEL 1828-CALI.4EBB AREA OF ATTIC = 2450 SQ, FT. NETFREE VENTI LATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450/300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OFATTIC = 470.4 SQ; IN. (BALANCETO.BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL HOF VENTS REQUIRED = 3.41 TOTAL ff OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ- IN. PER LINEAR FT (net free area) LINEAR FEETOE SOFFITREQUIR'. 67.20 Reviewed for Cods Compliance Universai Enguieeft BQWKM 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N U w 0 F U 4 F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION 1) ryff STATE OF FLORIDA iw�' I AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT ]DATE:08 18 20 SCALE: 1 /4"=1' - O" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —i--) 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET 12 OF OUTLET WIRED I sw1TCH GFI 110V OUTLET AULi INTEI8IPTER !TAMPER NTERED R (TAMRN5 ER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXr. WATERPROOF GROUND FAULT GPI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER SWITCH 4-WAY OPER �t4 7 WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT ©VF` LED VAPOR PROOF LIGHT O yP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER Sa. FT. VENT. FAN W/L IGHr I C M PER Sa. FT. 1 VANITY LIGHT FIXTURE(SPECS TBD BY BUILDER) ® FLUORESlMS CENT LIGHT 2-5UL5 WRAP AROUND (RECESSED) ® 4)0 FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE MNT-) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL Nib METER BAIT. BACK-UP OSMOKE SD. DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP SD SMOKE DETECTOR W/ HARDWIRE GATT. BACK-UP W/ CARBON MONOXIDE SMOKE DETECTOR COMBO HARWIFIE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT , A/ AIR CONDITIONING TO E 21 DISCONNECT SEE ONUS. THIS 844EET TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING Box REQUIRE TO BE SUPPORTED IN CEILNG FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nn® 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 40'INGANDESGENT LIGHT STRIP FLOOD LIGHT KP OPT. SECURITY KEYPAD Pb. PUSH-BUTTON FOR CHIMES •T• USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER Fes -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS Or r5CCR 6TH EDITION (2011) 4 NEC 210.12 2014 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 1111I FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTER'tUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 614 ED (2011) • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.BjC. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 C COVERED LANAI CE f L I I MTD. LIGHT V TO $E INSTALLED, \ PROVIDE C.'•`.i J-BOX FOR PRE -WIRED �\ OPT. FAN CLG FAN \ 1 I � LIVING ROOM 'PRE -WIRED / CLG FAN / \ I \ I 1 � 1 �O \ 11 SWITCH N` -------- CABINET —T --- _� QFrr. PAN. M/— 1 / 7 U 1e �I 'I &./SINK DW I KITCHEN L r \\ RANGE I 4GFI n 7GFI ,/ GFI -OUTLET FOR DW GFI 1 HOOD WIRE W/ A OUTLET FOR V I C7 FUTURE MICRO I BDRM.#3 # . 1 \ I PRE -WIRED \ I CLG FAN ' I I I II I o L• I I II BATH .#2 I IS/CO 1 / / BDRM•#2 % / �OYER d •\J 11 — • 0 PRE -WIRED CLG FAN — _ I �( / �.8. FOR DROOM BDRM.#1 b-0. C •� ,7 i PRE -WIRED / CLG FAN 46 I I I I LAUN., --- CsFI i �� 1 ip IQ Q I I 1�+1 II L _ll I��'\I �R I Ic —�L --j BDR 4I DEN PRE -WIRED CLG FAN GFI .41 GFI db �11HI PO :B. FOR 51 44'AFF. 44'AFF. 'z' �{ GARAGE F------ DOOR \ BOLLARD \ AS REQ. \ WALL MOUNTED PER BLDG. \\ LIGHT W/SWITCH IN CODE \ ATTIC GFI CLG. KEYLESS OUTLET FIXTURE Q ENTRY GARAGE IRRIGATION OUTLET 6 48' A.F.F. ---------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' METER FIELD VERIFY LOC. WP Panel MAIN -A PANEL: W16 %aip crt breaker 1E: 12U 1240 V -1 Ph MAIN: 1bU Amp M.C.B )ER: 3-#1 Cu THVVN & 1:-#5 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWiV & 1-#6 Cu (G) in 1 1r2" C. Wire Pole I Skr Description Watts I Circuit Circuit .Watts Description Bkr Pole WIre #12 1 20 Extenor Receptacle GFI for TUG 1200 1 2 Space #12 2 20. Irrigation Pump 1000 3 4 .Space 5 6 5304 AVC CAA 35 2 #8 Space 7 8 PANEL -A PANEL: 42 crt. breaker RE 120/240V -1 Ph MAIN: 150 Amp V L 0, ER: 3-#1 Cu THWN & 1-46 Cu (G) in 1 1/2" C. OR 3-#210AL THWN & 1 #6 Cu (G) in 1 1/2" C. Wire Pale Bkr Description Watts : Circuit Circuit Watts Description Bkr Pole Wire #1. 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12 1 20 Mlcra„ow I Hood GF1 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 912 1 20 Refrigerator 1500 7 8 #12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 912 1 20 Rath #2. GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12'. #14 1 15 Foyer IHall Bed #2 & #3/ Bath #2 Lights AFCI 900 13 14 5000 Dryer GFI 30. 2 #10 #14 1 15 Llung Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen a.nd. Pantry. Lights & Rcpts A,FQ 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD.&CIO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry I Bed #41 Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 900 Bathroom #1 AFCI 15 1 #14' Space. 27 28 900 Exterta Lights and Rerept GFI. 15 1 #14 Space 29 30 'I OUO Irrigation controls only 20 1 #12 Space 31 32 Space Space. 33 35 34 36 Space Space Space. Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65%. 5525 39 40 _-42 _ Space 41 Space and factor calculations i line 16000 27800 Load subject to demand factor. calculations /line actor Calculations. ABBREVIATIONS: AFCI; ARC FAULT CIRCUIT INTERRUPTER NCi. NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand facto 43600 ' First 10000 watts: at'100% 10007 Remaining watts at 40% 13440 Total AFC load 10829 ALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected. Load Watts 34269. I � I I — �0 I I I I \ I = Pal o o zo LED LIGHTING @ DOUBLE LAV. BATH +� 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 61H EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REGAUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TFIHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-12" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 Will ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE88 SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING C SINGLE LAV. a BATH 02 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THUMt + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A2P MC15 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOLL) VOLTAGE CONNECTIONS ISO AMP D/140 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT Reviewed tot Code Compliance —� 1 04 CU SERVICE GROUND CONNE T nNersal Engineer' CONCRETE ENCASED FOOTER 6 Scle CW ELECTRICAL P}x{OVISIONS OF T EDITION (2011). 5/8" DIA X 8 IFT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www, abdesigngroup.com AA #: 0003325 F W rn U W ti F ti U W 4 F A 64 k11 e ti aF 3C SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 J 3DAT�E:: 08 1B 20 DAT SCALE: 1/4"=1'-0" 1 SHEET El 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W w U W 0 F a V D3 W q F Q BDIV. 8e LOT: REEKSIDE PHASE 2 LOT #36 )JECT# 21.200/036R1 DEL• 4EBB 1828—CALI" CAGE S VfMG: RIGHT GE: 'LUMBING PLAN mmoo STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 18 20 SCALE: 1/4"=1' — 0" SHEET LANAI LIVING ROOM 10X6 10Xfo 0 CFM 120 CFM I I— — — — _ — LT r _ I O O I` I II SINK ---ul 10X6 120 GFi KITCHEN O BDRM.#3 < 10X6 15 ci 12X8 10X6 120 CFM —► DINING ROOM 12XI6 M ITE It LOUVER II PLANTATION 1 I 180-04 2'8' 1 1 MAX AIR I I 584.15 CFM I I II 5' II r-wj.. CFM . PASS \ TH RU lI0X& 15 CFM BDRM.#2 FOYER L W.I.C. SX4 6' — 45 CFM f I 1C I 45 CFM I _L r I I X8 \ ® P SS NRU 4, 6' IF ------ 1 „ I I L-----J GARAGE OWNER'S SUITE X6 ll5 cFM 0. BATH �10X6 5 CFM BDRM. #4/ DEN MECHANICAL PLAN SCALE: 1/4 = I'-0' R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 EQUIPMENT SCHEDULE 3.0 TONS MFG G.U. A.H.U. HEAT SEER TOTAL GAP ELECTRIC IBRKR REF LINES CARRIER 25H5C53&A•030• FX4DN(5,F)031L 5 KW 15B SEER 34800 208/230APH C.U. 35 A.H.0 35 3/4" E 3/8" r-nReviewed for Code ,i Compliance Universal EngwwwM Scianoo F W y W U W 0 F 0. C4 D3 w Q r, A StMDIV. & LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN PRINT DATE: 08 18 20 SCALE: 1/4"=1'-0" 81-MET m 1 PER FLR. PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. FLR 2X4 TOP PLATE 1SS 2X4 WOOD STUDS 624' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2xro, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON- BRG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON O.S.B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER -0 ELEVATIONS TYP. o. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLANDy CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. 5/8' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD 5" DIA. SLEEVE, DO NOT CUT BOND BEAM SOLiD GROUT W/ (I)- "5 (2) COURSE NOT CUT BOND 4M BARS 2a_�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-011 \-- SEE ENERGY CODE FORMS FORD INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION �R�4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL N2 P.T. FURRING STRIPS * 24' O.G. 8' CMU �. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON 1' 0.5B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL_ DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OL 0'-0' FIN. FLR o . d a /�1 W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A -STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4'=r-O' IS REQUIRED_ FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE iI, ASTM D 4869 TYPE Iv, OR ASTM D 6757 :HULK AND SEAL iAS LINE 1• PVC SLEEVE FOR tiAB LNE �• cMu 2' 6YM aL. BD. )OOD BASE 2B GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON 1' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR.,L 8' CMU — 1' - 0' TYP. o.H. 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASCNR'Y GALv.STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVALREa VERTICAL TRACK 1' MIN. Ely MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM Ul/ PRODUCT APPROVAL REQ. CORNER BEAD e' GTMU SEE STR ICTURAL FOR REINFORCEMENT 2x6 P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT BACKER ROD IIIEATHER STRIP MOULDING ALL AROUND (BY DOOR MANI.F.) OVERHEAP POOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2' =1' -O' --2X4 SF'F 24' O.C. MAX.—, SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — PER STRUCTURAL TU ALL UPRIGHTS STIFPER STRUCTURAL DETAILS PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED i STRUCTURAL DETAILS SEE ENERGY CODE FORMS F4 7 INSULATION R-VALUES 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 1x2 P.T. FURRING STRIPS a 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �J,' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER -011FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG_ GABLE TRUSS WEEP SCREED e : 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU t 0'-0' FIN. FLP_ a r.4 AVada . . a a . n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING (a�)1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -0' Note: WALL FENESTRATION FLASHING PER FBCR 703.4 - 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 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM Cc320 Class 25 Grade INS pev;ewedtor Code or greater for proper joint expansion and contraction, ASTM G1281, AAMA 812, or Other Compliance 10Universal Enp)Inea� approved StAndard as appropriate for the type of sealant. Fluid -applied membranes SCWCW 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 F W w U Cl, ti v r7 W O F A St DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON IIiiillI AR NO 17305 PRINT DATE: 0818 20 / / SCALE:1/4' SHEET L)I ■ TOP: 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (U 1/2' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2)1/2' X S' ANCHOR BOLTS W/ 4' MIN_ EMBEDMENT W/ 2' X 2' X 1/8' WASHER it NUT-7 0 0 C SECURE 2x4 ONE' a FLAT TO BLK W/ MASONRY �O NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/8' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE $TM, (3) EVENLY SPACED. 0 0 0 Ior NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINCsENT GARAGE DOOR 9 BUCK ATTACHMENT 1-2v SCALa:im.r-®' 8' CMU _' DRYWALL I'X4" OR I'X2' P.T. NAILER ❑ IX4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK W/ %&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-)4' WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING ,`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 A SCALE: N.T.S. 8' CMU Yi" DRYWALL 2X8:cam ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-)(6' DOOR CASING TAPCONS (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 [DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" /ri 1 WINDOW TO BLOCK +1-1/2" USCALE: N.TS. 2x4: SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6:® SECURE t0 BLOCK W/2-3{6 TAPGONS(MIN. SANK SIZE .145 MIN. HEAD SIZE[IbO MIN. EMBEDMENT 1 Y4') — WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X4:= SECURE TO BLOCK W/ 3i(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X W O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-346' NON-STRUCTURAL 3i% TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 8" CMU MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END 4 lr�1'X4' 18' O.C- MAX SPACING. OR I"X2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-3(6' x6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16" WINDOW TO BLOCK +1-15/ 6" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' D.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-3{6' NON-STRUCTURAL' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8" OF EACH END 4 8' CMU 18' O.C. MAX SPACING. V DRYWALL 2X8mm I'X4' OR 1'X2' P.T. NAILER ❑ SECURE TO BLOCK W/2-3/f6' DOOR CASING TAPCONS (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN S" OF EACH ENE) 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" �T�l WINDOW TO BLOCK +2 1/4" D SCALE: N.T.S. 2X4cm 3� SECURE TO BLOCK W/ 6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya°) WITHIN 8 OF EACH END NOTE: STRUCTURAL 2X IS O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE t0 BLOCK W/2-3(6, NON -STRUCTURAL %1TAPGON t MIN. 1-Y4' (MIN. N. SSHANK SIZE .145 HA EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4") ri 18' O.G. MAX SPACING. ' DRYWALL WITHIN 8' OF EACH END < 1'X4' OR I'X2' P.T. NAILER El SECURE TO BLOCK W/2-Wfi' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHI" 8" OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SMM AS Wr= TO PUIlM6 JAM MO NOT EXCEED V ) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E SCALE: N.TS. 2X4= SECURE TO BLOCK W/ )(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-Wr, NON-STRUCTURAL W6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 , S CMU 18' O.C. MAX SPACING.*ATTACH DRYWALL 2X8:® X4' OR I'X2" P.T. NAILESECURE TO BLOCK W/2-p 2X SECURE TO TAPCONS(MIN. SHANK SITRUCTURAL MEMBER 145 /(2)12d WITHIN 8'OF EACH MIN. HEAD SIZE 300ND 4 6' t0 8' O.G. MAX MIN. EMBEDMENT 1 Y¢)OOR CASING WITHIN 8" OF EACH END OOR JAMB OR WINDOW IS' O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T / 1 WINDOW TO BLOCK +3" CE SAL: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 15" O.G. MAX SPACING. SECURED THROUGH3� 2X6:® NON-STRUCTURAL -Yr," SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-)14' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. MBMNT 1 Y4') 'CMU EEDE WITHIN 8' OF EACH END ! ;t DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2" P.T. NAILER 2X8cm SECURE TO BLOCK W/1-" ]{6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SFNM AS NEmm TO FU MG JAM = NOT EXCEEP J149 DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:m SECURE 70 BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbmm SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL 3/6" TAPCONS TAP( ON MIN. 1-Y4' (MIN- SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 DRYWALL IS' O.G. MAX SPACING. ❑' I'X4' OR I'X2' P.7, NAILER 2X8cm SECURE TO BLOCK W/I-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" %uL WINDOW it TO BLOCK +3 3/4" SCALE: N.T.S. Reviewed far Cody Compliance Ly Universai Engineer" Scieno" :e 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U 0 F 0. rn w C F A r k SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT* 4321.200 036R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 Ci1."" DATE: 08 18 20 SCALE: 1 /4"—f-0" SHEET lu`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 • 9' O.C. MAX (VERTA 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 + It O.G. MAX VERTICALLY I i' THICK 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED qpT' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER To }^ SAP MIN. LATH SHALL NOT BE CONTINUOUS b e' MINN. 6 e MINN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. W TO 8' 7.1014 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: 1 / STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 00415' WIRE 3. BLOCKING SHOWN MAY IN ADDITIOTl \ TO WALL STUDS REQUIRED PER PLAN / M" TYPE CONTROL JOINT Tit O1. FOLD INUAIRP PT. A \ 1. FOLD INWARD + PT. A 2. GREASE + Pf. B FOI a iJ O I. FOLD INWARD + ® 1. FOLD INWAI® + PT. A PT. A 7. CREASE + PT. B s. GREASE + PT. D 3. GREASE + Pr. c 3. CREASE ■ PT. C 4. FOLD PT. C OVER Pt. STILL PT. G TOUCHES BOTTOM FLANGE ® ®FOLD 611. SHINGt-E ROOFING) DRIP EDGE: OVERLAP V, ESHEATHING, MECHANICALLY FASTEN 4' O.G. MAX. FLANGE L WATER TIGHT SEAL. FOLD,2a NQj CUT. J' THICK 3 COAT CEMENT PLASTER (FRAMr I2. 7 COAT CEMENT PLASTER (CM) WRB LAYER 02, FORTIMBER BUILDING PAPER (FRAME OIJLY) WRB LAYER 01, STUCCO WRAP (mvA-m ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANCiE, STOP u B A�ffiX I k ABOVE SNRNfi FRAME ONLY/ FRAM OR CMU EXTERIOR RO OrALA L wroFED r 5x5 WALL FLASHM6 ao D KICK -OUT FLASHRJG (SEE DETAIL) FASCIA WRAP NOTE. APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) t 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I MIN. LAP a METAL LATH 6' MIN PAP_E_R LAP BELOW ONLT / WRB LAYER 02, FOIRTIRBER BUILDING PAPER SCALE: I I/2':I'-0' 4� KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES THICK 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M*NUF. SPEC5.) 4'x4' SELF -ADHERING: MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I ..::... G It OR LESS PIPE PENETRATION :'.'.<;: 3 ``;-- CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE J FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING Wxb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF .STEP 02 FLASHING EKING MEMBRANE WRB LAYER w, STUCCO WRAP WRB LAYER 42, 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/ G.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER SECTION R708.7 Eflislar Idllhlp 811d PI9eEeTY10 SHEATHING Exterior use of portland cement plaster NOTE: SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) shall comply with the application requirements of ASTM C 926-12A. PLASTER BASES SHALL BUILDING NOTE: BE SECURED TO PAPER tl� IF ZIP SHEATHING: SYSTEM IS Installation of exterior lathing and framing FRAMING MEMBERS. shall comply with ASTM C 1063-12A. THEY SHALL BE TIED INSTALLED, PLEASE SEE BETWEEN SUPPORTS MANUFACTURERS WITH 0.0415-IN. (I21-MM) WIRE AT INTERVALS NOT STUCCOATH PER INSTALLATION PROCEDURES MORE THAN 9' (229-MM). AS PER ASTMG1063 FIFE FED � I T�AT`®N DETAIL / fRAjt c I 1 I / FOR OF TEARS N-T-S- REPAIR HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL t STICK 1/16" ZIP SHEATHING: SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 8' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z 5'X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING: (NAIL TO ROOF DECK, NOT WALL SHEATHING) `' C I CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 N.T.-S. ROOF PER ELEVATIONS FILAS HIN DRAINAGE PLANE (MR5 LA"'IrE1z 1*1, STUCCO UJ1 AF) VRE3 L)41'E1R #2 (FORTIF15EIR— - — - —- — — — BUILDING PAPEIR) 1`�ETAL L)4T14 X X X X STUCCO..:. ai UJOOD 5# 4EAT4NCH OR 1/161 ZIP 5HEATkNG 5`I`5TEM (INSTALLED PER MANUR 5PEC5J SELF—ADHE51VE FL745HING — — — — — — NOTE: 1'*IETAL LAT+ 4: LATl 4 TO 5E PE1. SECTION IR103-7.1 / ASTil C-841-0S, 1"11N. 2.5 L55, FEIR 5Q. *I'ARD CUTILIT*' OfR NOt-IINA Rev��d � L,4T1-4 D0 5 NOT 1„fEET 5FECIFICAT'I now 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U 0 ti 0. v w 4 F A 2 I r r r I r r I r r r r SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 BIODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA AUG 19 2020 PRINT 08 18 20 DATE: / / SCALE:1/4" V-01 SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD INSTALL 6' SELF -ADHERING: MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO 5E TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,;4' CAULKING A JOINT ALL AROUND STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION SEALANT a I I s' CMU TOP 4 SIDES BACKER ROD Exterior use of portland cement plaster DRYER VENT (BLOCK) shall comply with the application 6' B !` I X.: requirements of ASTM C 926-12A. i WRB LAYER "I, STUCCO WRAP DRYER VENT HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING FRAME (INSTALLED PER MANUF. WI OR LEGEND DRAINAGE FLANS (UJRS LATER 01, STUCCO WRAP) UURB LATER #2 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO i e.- UUOOID SHEATHING OR 1/1ro' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-I03.7.1 / ASTM C-041-09, MIN. 23 LSS. PER SCE. WARD (UTILIT`I' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.t S. ELEG. METEF VERIFY LO HINH III M=L.1=1Y= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM 11 "" c�"'"t-" ")R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS Box, APPLY TO FA EDGE APPLY E-Z BEAT OVER (00 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF '*1 5T E F #3 0 0 0 0 0 0 0 0 o a 1/16' ZIP SHEATHING: SYSTEM LINSTALLED PER MANUF. SPECS.) OR Z�WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP / WRB LAYER 02, FORTIF15ER / BUILDING PAPER METAL LATH 1/8' TEXTURED �,�FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® T' O.G. MAX Ye' TO )4' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 0 APPLY 60 MIN - GRADE I'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5TF *2 '7 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STfi 4* ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ST F #5 5T E F #(o ELECTRICAL RECEPTACLE rM Reviewed tor Cods c"mv�iance Universal Enguyerug 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w y U 0 0. ti U w a F A E4 SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 MODEL4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLOFUDA AUG 19 2020 PRINT 08 18 20 DATE- / / SCALE: 1/4"=V-0" SHEET WA2 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F ul W U W O F 4 v D3 W 4 F A E-4 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT* 4321.200 036R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHrrECT-. STATE OF FLORIDA AUG 19 2020 PRINT 08 18 20 DATE• / / SCALE: 1/4"=1'-0" SHEET 2x6 SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH Q WOOD 1/2" TEXTURED FINISH a CMU METAL FA 1� I� I� I� I 1 � 2X6 SUB ! 1 ' METAL FASCIA WRAP Y8" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL �1 (FRAME OR CMU) \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY N. IN ( )ELEVATION W_ 0AM —ROOF KICK OUT REMOVED \` FOR CLARITY \ROOF DECK (BEYOND) `\ DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) I TEXTURED FINISH a / WOOD, 1/2" TEXTURED FINISH -a CMU SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH A CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WR5 LAYER 02, FORTIF15ER 1BUILDING PAPER (FRAME ONLY) ROOFING 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 a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m II SCABBED TO TRUSS W/126 NAILS ro'-all O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Oi) 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 -BAND W/V2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY'. FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WI 2"x4" NOTCH a END, WRAPPED IN PEEL E STICK *ROOF CEMENT im ROOF EDGE OMITTED FOR CLARITY Reviewed for Cade Univereel 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F rq w 0 F 0. ta w 4 F q StMDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND ARCHRECT= STATE OF FLORIDA AUG 19 2020 rL'"." a 2018 DATE- 08 / / SCALE: 1/4" =1' - 0' SHEET WA6 0? SLAB 73 1/2 3 �y | / | ��zc �z 0| � VTOPqF OP co IN OP � 4" PVC CHASE � | | / | / / � | | | / / | | | � � � r`El | � uu | | u« ^L^ �N~ SLAB W �Fill ` � | SLAB P. b OT8POF 00 El LL co FMC'12X18 � FOUNDATION � SCAl :1/4"1 � � ` � FOUNDATION NOTES 1.SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. � 2.TOP OFFINISHED SLAB SHALL BE+-9fJ' 3.COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4.REFERENCE ELEVATION +'(y,O"'SEE SURVEYPLOT FOR N . 5.PROVIDE ACOMPLETE TREATMENT FORTHEPRB/ENT|nN OF SUBTERRANEAN TERMITES, TREATMENT SHOULD 8E|NACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BYTHE FLORIDA DEPARTMENT QFAGRICULTURE AND CONSUMER SERVICES. 8 PROVIDE ISOLATION JOINTSINTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BEPLACED ASSHOWN |NHEPLANS, 12.SPLICES |NREINFORCING `BARS SHALL NOT BELESS THEN 48BAR DIAMETERS (#5� 3U".#6=36"), AND REINFORCING SHALL 8ECONTINUOUS. l3.RATIONAL ANALYSIS WAS PERFORMED TUDETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ONALL ALLOWABLE SOIL BEARING CAPACITY 0F2.0O0 PSP.TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14.VERTICAL REINFORCING |NCMUSHALL 8E#5/SA3SHOWN THIS PLAN. UNLESS OTHERWISE NOTED |NTHE PLAN. ONE REINFORCING BAR SHALL BE: AJ|NALL WALL INTERSECTIONS 8\CHANGES |NELEVATION C\EACH SIDE OFALL OPENINGS 8)ALL CORNERS 15.STRUCTURAL DESIGN |S|NACCORDANCE VNTHA.C|.530'13A\SCE5-13iBUILD|NG CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE|NACCORDANCE WITH A`C.|.538'136ASCE543.USING: Ftnc 1.5DOPSI. TYPE "M"(}R''S"MORTAR, /\STMC4T0GROUT /3O^-PS8.UNITS LAID |N RUNNING BOND. 16.WIRE WELDED MESH LOCATED |NTHE MIDDLE TOUPPER jOFSLAB SUPPORTED 3'^U''O/C MAX. SEE PLAN FOR VVVVM SIZE. INSPECTOR NOTE: 1.STRUCTURE WAS DESIGNED BASED T)NTHE 2O17FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6thEDITION . ' � . ' ` ' � - SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL I BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH Y'LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 81, 101, 011 VARIFS SECURE STRAP TO A/C SIMPSON UJ5 CONC. uj/ UNIT ROLL STRAP TAP -CONS EACH CORNER OF UNIT �� -^^�-��C�UY�� T�� T�A�� SLA13 UNITS UJ(2)%xl 1/4 SHT MTL SCREWS . � �� /� K � �� K �K 0|� |� �� U U� �|� CONNECTION ��n,��n r�� U �� `��rX� �-��k DETAIL PAD � 0|�� U � U � � �� Reviewed wCode 2194 HWY AIA, SU ITE 3[1 INDIAN HARBOUR BEACH FLORIDA 32937 PRIPqT SCAJ-0;1/4»--1'--0" Z � l7 Q� W m U V J a Of 0� D� 0 M EXT. PORCH SLAB / W/ 1/2" ISOLATION JOINT (WHERE I(/ APPLICABLE) Z N r STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL ° ° SEE SLAB SCHEDULE d n 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING' BOLLARD LAP NP PLATE A MIN. OF 48" AND NN W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT SCALE: 3/4"=1'-9' 2"CAPPED GALVANIZED PIPE W/FLANGE @BASE o, ih SECURE FLANGETO SLAB W/(4) 1/4" X21/4" TAPCONS I VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK G RE B . PLATE TO LA / MASONRY NAIL TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE a. a SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE:3/4"=T-0" (NO LIFT). Z_ o as Q m W U � J 0� o Z M a , EXT. PORCH SLAB W/ 1/2" ISOLATIONI If JOINT (WHERE APPLICABLE) Z I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS . W K Q 8" CMU WALL ' a x ' e SEE SLAB SCHEDULE e 4" CHAMFER (1-STORY) 6' CHAMFER (2-STORY) •6 SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING TOP OF'. @ GARAGE SCALE:3/4"=1'-0" 0 [L I j co NEW REINF. BAR 0 a- SECURED W/2-PART d J I EPDXY. MIN. EMBED J Q 8", UNO Q O FOLLOW ALL MANF. X SPECIFICATIONS FOR = m I USE AND E 00 PREPARATION OF z W HOLE. J o p 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE: 3/4"=T-0" Z Z 00 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU +- 0,-0„ TOP OF SLAB <. \i -SEE SLAB SCHEDULE n "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MB NED EXTERIO MONO- OOTIING AND COL. P SCALE: 3/4"=V-0" 30" MIN EACH WAY MONOLITHIC FOOTING OP Ilvr s v J v s n . v �v I FM CORNER BARS SAME SIZE AS LARGER BAR p wl. IN FOUNDATION WITH 30" LEG EACH ! III WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS s vl MATCH AMOUNT OF CONTINUOUS BARS LPL CONTINUOUS STEEL MONOLITHIC p 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 i CORNER BARS DETAIL l " / SCALE:3/4"=1'-0" P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TQ CCUR OVER STUD OF WALL W/ PLAN 2x4 OR'2x6 D BEARING X NG WALL W/ SYPW 2 STUDS SEEP S FORO SLAB W/SPACING. SINGLEBT LATE ORW/2"TO BE PT PROVIDE DBL. OP H STRENGTHPLATE. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX_ BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W x 3" 1 f SEE SLAB SCHEDULE +_ 0'-0„ Q TOP OF SLAB ° e < ;• i ♦ d 8 •e a e ° a a ° EQ. EQ. - SEE SCH ULE FOR WxD, BA 1ZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD Wf SCALE: 314"=V-0" (W/ U P L POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" Q J J W W W = U U N RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE AMIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 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 /r�jij) UPLIFT IS PRESENT. w SEE SLAB SCHEDULE FOR NRY SET EV: K Q TOP OF SLAB a.—d e :• a EQ. 17E7Q�7SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY D_�INTERIOR CURB FOUNDATION WOOD WALL SCALE, 3/4"=r-9' (NO UPLIFT) nevi oalp an caa Compliance Universal Englnear" Sciamm 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 1 PH: 321-802-359i www. a bdesigngroup.pom AA #: 0003325 uBDIV. 8e L07 CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200/036R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS PRINT DATE: 08/18/20 SCALE: 1/4"=1'-0" SHEET n +1} 1� 36,_0 --- 29._0, 27'_0 25,_ 10 191_01, 10,_0„ 3'-0" c � ip El v v W21 . N op m 0 N V o Lo uV 0 C9 o ti o to co m o N 0 N O {T N El C 00 NIK a r Lo 3 6" , 2,_4 10'_6 r 191_01 DOWEL PLAN SCALE: 114" = V_0" 91 FwvieWed ro, coon sowca 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, i FLORIDA 3$937' PH: 321-802-3591 ngw.abdesigngrou p.com AA #: 0003325 " " y'B� 8e LOT: "REEKSIDE ,{ PHASE 2 LOT #36 PROJECT* 4321.200 036R1 oDEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN fa I ;STATE OF FLOPJDA °i I; I Ed 9 UG 10 22.4 A ' M MAEL C. DERSG AR NOT 305 PRINT DATE: 08/18/20 "] SCALE:1/4" 1'-0" T SHEET r 1 S1.2 f'1 J TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM Iz F VARIES PER ELEV. cV e T + -- e 4 .< ' d d e J + . p q CLEAN OUT REQUIRED Y FOR INSPECTION m V +' O O a y 0'-0"FIN. FLR. 9 + + ° n ° + TIE ERTICAL REBAR + °d e. ', ° • TO HORIZONTAL REBAR W/10" HOOK Z — W � >O ih U BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL SCALE: 3/4"=1'-0" Z - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND IL SPACING REQUIREMENTS -Tv", m(3 co — ` -j O(n m Z - 8" CMU WALL C. r141 *_ 0, 0 ' C < ° TOP OF SLAB < " SEE SLAB SCHEDULE Z d EXT. PORCH SLAB W/ 1/2" ISOLATION 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) i JOINT (WHERE APPLICABLE) Z_ " MATCH STEEL 6" PVC CHASE v THRU FOOTING r REINFORCEMENT PER SCHEDULE W a SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 1 SCALE: 3/4"=1'-0' BAR SIZE 48 BAR DIA #3 181, #4 24" #5 30" #6 36" #7 42" - NG REINFORCEMENT PER SCHEDULE #5 BARS El co m 1' 0" EEO wl CMU UNIT DIMENSIONS ARE NOMINAL SIZES + MASONRY SYMBOLS Reviewed la Coda Compliance I Universal Errgmaer"rl sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32037 PH: 321-502-3591 www.abdesigngrpup.com AA #: 0003325 F W y W U W O 0. r V r 4 F Q v 1 I 1 1 1 1 ' tYBDIV. 8e LOT: CREEKSIDE PHASE! 2 LOT #36 b''ROJECT# 4321.200 036R1 MODEL: 4EBB "1828-CALI" (GARAGE s WMG: RIGHT kr t: .j DETAILS r is rw AUG 19 2020 MICHAEL C. ANDERSCs I AR NO 17005 �y ' Rix -TT 08/18/20 `SCALE: 1/4$=1'-01f HEET S1. 2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Adx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wt 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. j 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OFARCH'/T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT i MARK DESCRIPTION fc (psi) SIZE' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 13131 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LQ TABLES Ixj t SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �V SAFE LOAD - POUNDS PER LINEAR FOOT , ......_ ,, 4 SAFE LOAD PLF .,, . SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU6 VD-W BF120 IIMS0W 1111:20.0 BF240B OF?ia0o OFUM TYPE LENGTH SUB BF8 RCMU TYPE LENGTH WS-IT aPI24T a4Ye-+T 5F2D4T OF"$MIT V224T aaa4B aF+24B VIO-16 V20-11113 OF244B 6-21114e aFa24B 8F82r mi2,2r aFlw eFao-zr BF24.2r am-rr am-zr 8'$' (42') PRECAST 2281 9om 8719 alga mm 8054 am1m51 �� (42' PRECAST 1025 10Z4 1588 9'$'. (42') PRECAST 15m 296 8524 4304 52m 0132 RIM 80m 4W 6113 7M7 e074 ,0804 11800 law 2W 8m4 4904 00 0182 7001 4'-0' (48') PRECAST 19M =1 2m 8m0 41110 am, 7m atm V4r (4T) PRECAST 785 783 13M N-V (481 PRECAST 1888 MIX aaeD ae,a 4WD am am UN 4805 6113 7M7 m74 103M 11000 13M =05 UN 3915 4m0 a'a2a am0 4'$' (547 PRECAST 1599 tom 2110 nal 87m 4578 mw on, 4$' (54' PRECAST 592 591 1078 , 4$' (547 PRECAST 12m 2040 2M8575 4Ma 4711 a n 2110 48Fa 6113 7547 w ae72 1104 11e00 IMT M40 2Fm 837a 4MB 4711 am 5' 4' {84� PRECAST 1217 1340 14M 1080 = 81m8 3me 4mw 9�' (847 PRECAST 417 411 745 64' (84' PRECAST 1010 171a;,a 22M0 2M 88m met 46n 11= 8m0 mm 7547 101 7018 1715 227e I 2a8B 99m mM 4622 9-10° (M PRECAST 1082 1105 1173 101 2M2aW 30m 3470 5'-10' (M PRECAST 340 399 818 5.10' (70') PRECAST m1QB7aq ?S08 31m 3W 4138 0 lei 2822 4ae0 77mmo GOMM rISIM OMM m 1ee7 2M 2M e,m am 4133 �� f 128e 2177 34M 3031 9707 48m S0M Mn PRECAST 507 721 490 8' 8' � PRECAST ON Chm 1 2820 3m 8712m 128e 2177 am met am,0904q "am am 1407 tees 2M 27m am 3712 T$' ( PRECAST 743 ,al 1721 2M22M 2m8 3101 8BB5 T$' (90' PRECAST 424 534 383 T$' (9D') PRECAST 727 1 1 2025 zezl 322E IMI 1720 2M 8Bm Nei M87aq 6472aq 727 1224 1424 202a 201 2827 3198 9�' (112� PRECAST yyr4 m1180 I= 2504 OW2818 3302 yam. (112� PRECAST 3� 512 280 9'�' (11tt� PRECAST ml 706 11 1474 1 21m 2a00 lam 1245 1MB 2m4 34M 4706" 68mmo mt ee2 1310 1 1048 +m0 2204 2e19 10'4r (126n PRECAST 476 585 mt247 2Mgm27m 2me 10.8 (129) PRECAST 254 401 ISO 10' (128� PRECAST m am 018 tlm Mel 1 2m1 so 1052 1033 20m 2M 36MOm 4754m mo m5 1180» 1472 p IMA 20M 2846 11 4 13 (8') PRECAST 382 5e2 Ma I= 184a 2423 8127 4WD 11- (136-) PRECAST 260 452 154 11 (139n PRECAST 474 a04M am 1037 127 161 17m m MG tam te4e 242a a,z7 4aoe 40 evF 1042aq 1s7ma9 1MB m ,slaw 2787 , 174r (144') PRECAST 337 m e78 I= 1094 2198 2m5 XM 1" (1440) PRECAST 244 402 137 1 (144 PRECAST 470 4mm 7m4 038 M 1115am 1a00pa Imp m m IM tm4 2100 2a05 amz 470 mo 940 11912 INON 1814ro 2M ' 134 (180� PRECAST 288 471 m1075 14M 1mB 2318 2M� 18�� (180'j PRECAST 217 324 110 13 (180� PRECAST 418m 8m WF 7Ba OMaq Ilem 7928m 4" 7a5 1076 1011 +me 2818 tam 429 480 1 lee & IINMI 7418M 106$» IWCII 144F (18S') PRECAST 279 4M 7W 700m I= ,a07 Zt?7 mmD 14-0' (188� PRECAST 205 299 100 14 (188� PRECAST 9B4 emaeo seD 724 ae0 + 7220m 407m +002 +82e IOU 2me 410 40 717» IOMM 1356a Ia82M tm7 14'-0' (178� PRESTRESS® N.R.Nit NR NR NR NR 14'-0' (178' PRESTRESSED N.R. 284 91 14'$' (178� PRESTRESSED El R9 iZi Pe 1187 4m m 37 1870 IOU N 27Aa 2517 2712 240 305 1 Bab M m 1 1519 1734 164' (184') PRESTRESSED N.R. NR NR NR NR NR NR NR 194, (184-) PRESTRESSED N.R. 250 83 15=4t (1841 PRESTRESSED 484 319 4m 427 M911 1 412 710 Im 1789 2M2M2513 230 8m Ime M n 126111M 14110MI +mem ,1T4' (208') PRESTRESS® N.R. NR NR NR lai NR. NR NR 1T-4 PRESTRE98ED � N.R. 194 84 1 (2087 FR681RE33® 'w 2m 405 m m m 900 518 060 18m8 1em 1810 2047 ,02 � 6m w1006mo +Z7+ 1478PRESTRESS® N.R. NR NR NR NR 'NR NR NR (232') PRESI'RESBED N.R. 148 � 19'r1t (232') PRE8iRE88® tem 2s9 ao s4e M7 m, 847w 747m 285 420 7aD 10af 1mm 1M6 17,e 1m 2m 429 am '10aBem 12T721'-4' (2 M PRESTRESSED N.R. NR NR NR NR NR NR NR () PRESTRESSED N.R. 125 42 '(m)PRESTRESSED 21-414s 142 204 307 j740 4m 5m a55+8D 340 em Ma 1114 18m 14m 282 a7a m721 a0e 7048 2x0' (�%� PI�STRE8S® N.R NR NR NR NR NR NR NR 274r (�' PRESTRESSED N.R. 116 40 27 WC) PRESTRESSED lat te/ a9am,4e2 a4e mD ,ea 315 m0 7M 1047 12M 18m 187 223 8m am am 0m 2V-M (2881 PRESTRESSED N.R. NR NR NR NR NR NR NR �,-0 ( ,) PRESTRESSED N.R 91 33 24` (285') PRESTRESSED tm4 t7e na se7 842 418 402 aBl +29 2B0 4aD eM eM +Om 1ffi2 124 20m 319 m 40501 Mml 7a7 S78 m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF VMNDOW OPENING k� 0 8RF6- 1 T/0M/0B =' G lb 8RF6-1 T/0M/0B 8F16-1T/0M/0B 8F28-1 T/OM/1 B LIFT BEAM PLAN SCALE: 1/4" = V-0" g„ Unive'saE"91Q �m 2194 HWY A1A,SUITE 301 INDIAN HARBOUR (BEACH, FLORIDA 3297 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W '{ U Iq Iq 0 h 0. u W 4 F A 8VBDIV. 84 LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 tTODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT i PAGE: LIFT BEAM PLAN AND NOTES' STATE OF FLORIDA a s AUG 1 S 2020 MIMAEL C. ANDERSON 08 18 ]DATE: 20 / / SCALE: 1 /4"=1' — 0" SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPIC #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=T-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °J 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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. 811 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DEL. BOND TOP OF QF� BEAM W/(1)#5BAR BOND BAM E 8 EACH COURSE �/ BOND BEAM WTOP' OP OF • OQ � / (1) #5 BAR :i BOND BEAM F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM TOP N*�NOMINAL LINTEL TO TOP OF BOND WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE. �aCONC16-1 T/ 1 M/O B 81NTEL W/A1S) #5 €ARRL2)E NOMINAL LENGTH OF BAR = WIDTH OF P HEIGHT # OF #5 S, TOP OPENING - 2" IT IS. THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT"XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX-1T/OM/OB INDICATES A SINGLE BOND. BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI)REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED :LINTEL AND:XUXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL SLOPE M TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1 /2' =1'-0" • • �r �r�rvm�i n SEE NOTE 5 MASONRY � BEAM DESIGNATION n 2 SCALE: 3/4"=1'-0" • TOP OF OPENING' 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" na__, _. EMBEDMENT _n ..e _. 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 114) 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116" 18" O.0 MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END EMBEDMENT OSB SHEATHING SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL CMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=V-0" STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF EACH SIDE O LEVATION BOND. BEAM CHA E CHANGEIN 7 ELEVATION OF BOND BEAM SCALE: 3/4"= r. 1 2194 H WY A1A, SUITE 301 INDIAN HARBOUR IBEACH, FLO RI DA 32937 PH: 321-802-30i www.abdesigngroup.com ++.. AA #: 0003325 F W w 0 F 0. iJ rC 13e F A E-4 i r. YTRZiV 86 LOT: j CREEKSIDE PHASE 2 3 LOT #36 PROJECT# I' 4321.200 f 036R1 ""I MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: 11 I DETAILS Y Ir; STATE OF FLORIDA AUG 19 2020 I !X,IHAEL C. ANDERSC5?' AR NO 17305 PRINT DATE: 08 18 'Oft SCALE: am* ngireanm"I SHEET FRAMING NOTES: 1. U.N.C. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2 HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36 .177" ° x 2 7/8" LONG, WITH WASHER @ 1.6" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 13. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT S OWN ON THIS PLAN 1N ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. 4,VOID PLACING ATRUSS :PERPENDICULAR TOASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER RUSS I I BOTTOM CHORD /Ilj// W/2X6 BOTTOM BOTTOM CHORD CHORD VTr=2x4 SCAB NAILED TO DIAGONAL TRUSS BOTTOM END JACK BRACING/BOTTOM CHORDWIN (4) 10d CHORD BRACING RE APPLICABLE NAILS FOR EACH CHORD CONNECTION A (DISSIMILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 GIRDER/TRUSS BOTTOM CHORD —I I CHORD OTTOM TRUSSES W12X4 BOTTOM CHORD O L DIAGONAL 2x4 SCAB NAILED TO" —DIAGONAL - BRACING/BOTTOM MWIMIN TRUSS BOTTOM CHOR BRACING/BOTTOM CHORD BRACING (4) 10d NAILS CHORD BRACING FOR EACH CHORD CONNECTION B DISSIMILAR BOTTOM CHORD BRACING ® MID RUN fg 0 n CONNECTOR SCHEDULE. CONTROL DATE: 01/27/2020 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES, UPLIFT GRAVITY FASTENER. FASTENER HTA16-18 1625 META-16 14SO (8)10d X11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8)10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12)10d x 11/2' I -PLY, EMBED 4" (10)10dx 11/2" 1-PLY, EMBED 4" HTA 16 1870 HETA 16 1810 (10)10d X 11/2', (8) 16d 2-PLY,. EMBED 4' (9)10d x 11/2" 1-PLY, (9)16d 2-PLY, EMBED 4" HTA 20 1S70 HETA 20 1811) (10) 10d x 11/2", (8) led 2-PLY, EMBED 4" (9) 10d x 1.1/2 1-PLY, (8) 16d 2—PLY, EMBED 4 (2) HTA-20 2430 ' (2)HETA-20 2035 (12)10dx 11/2", 1-PLY, EMBED 4" (10)10d x 11/21PLY, EMBED 4" 2500 (10)16d2 PLY,-EMBED4" (12116d 2-PLY, EMBED 4" LUGT-2 1611 LGF-2 1886 FIX 15) 1/4 x 3 Wedge-Bolt+Anchors, WOOD (16) told (7) 1/4"'x 21/4 TITEN; WOOD (16)16d LUGT-3 3390 LGT3-SDS2.5 34W CONIC(4)3/8 XS".Wedge-Bolt+Anchors, WOOD (12) W525 (12)SDS 1/4x3 TO GIRDER, (4) 3/8'x5". TITEN HDTO WALL DHTA-20 2430 DUAL202480 (16) -10d x 11/2,1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) -10d x 1112,1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 3945 MGT+ 390 (1) 5/8" A.T R IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22)10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22)10d TO WOOD HUGT2+ 9575 HGT-2+ 10690 WOOD (9) 10d, MASONRY (2) 3/4"A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12"EMBEDI,(16{10d TO WOOD HUGT3+ 9SW HG7-3+ 10690 WOOD(8) 10d, MASONRY (2) 3/4"A.T.R (2).3/WA.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 1Ud TO WOOD LPTA 1510 PARALLELTO WALL 40 PERPENDICULAR TO WALL 995 LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WA LL TO (10)10d z 11/2" �i (10). 10dx 1-1/2" MUGT15 VGT 4940 (I)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d Tp P/(6)10d FACE/(12) 10d BACK OF TRUSS (1)5/8"A.T.R, IN HIGH STRENGTH EPDXY(M IN. 12" EMBED),(161 SDS 1/4"x3" HUGT 9575 (2)VGT 7185. (2)5/8"A.TR IN HIGH. STRENGTH EPDXY (MIN, 12" EMBED), (8) 10d 1(2)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(32) SDS 1/4"x3" MTW 12 965 MTS-12 990 (14)10dx 11/2",(14)I0d (14)10d X 11/2" HTW 16 1355- HTS46 1610 (16)106 X 11/2", (16) 10d (16)10d X 11/2 HTW 20 1855 HTS-20 1310 (24)10d X 11/2", (20)10d (24)110d XS 112 HTW 24 1355 HTS-24 1310 (24)10d X 11/2", (20) 10d (24). 10d x 11/2 LSTA 12++ 930 LSTA,12++ 925 (10)30d (10)10d LSTA 18++ 1235 LSTA-18 ++ 1235 (14)10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14)10d' (14)10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18)10d - y MSTA-30++ 2065 MSTA-30++ 2050 (22)10d (22)10d MSTA-36++ 2065 MSTA-36++ 20SD (26)10d: (26)16d YOC3J1 K571236 2765 MSTI-36 3800 (86)10d X 11/2 (36)10d X 11/2 KTS1248 — 5105 MSTI-48 5070 (48) 10d X I V2" (48)10d X11/2 LFTA6 980 H6 1055 (16) Ed x 1.1/2", (16) 84) 18) 8d TO PLATES, (8) Sol TO STUDS SPT4 875 SP4 825 (6)1Dd TO STUDS (6)10d TO PLATE IS) IOd xa 1/2 TO STUDS MP34 525 1N 'I @ 160% A34 430. (4) Ed x 11/2" TO BEAM, (4) Ed x 1112"TO POST. (4) 8d x 11/2 TO BEAM, (4) ed x 1 1f2' TO POST. HHCP2 680 HCP2 590. (10)10d'k11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12)', 10d%11/2 RT16A 1020 PICA 1040 (9)10dx 11/2" TO TRUSS, (8) 10d% 11/2" TO PLATE (18) 10d%1}/2 MUGTIS&PHD4A 4175 VGT&HDU4 4940 (28)10d TO TRUSS,(10) WS3 WOOD SCREWSTO POST W/5/8"THREADED ROD (16),SOS 1/4x3 T7WQOD,110) SIDS 1/4"X21/2"W/THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 - VGT & HD7B 494D (28) 10d TO TRUSS, (10 WS3 WOOD SCREWSTO POST W 5 8" THREADED ROD ) / / 116)'SD S 1/4 ,6 TO WOOD, (3) 3/4 STUD BOLTS.W/THREADED ROD, (2) NUTSfWASHER/2PLY PAU44 2535 6775 ABU 447 2300 7750 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7 EMBED) IN CONIC., 112) 16d TO WOOD (1)5/8'. A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN COLIC, (12) 16d TO WOOD ' PAU66 2455 1600 S ABU 66Z 219 0 18205 1 5 A.T.R.N HIGH STRENGTH ( /8 H NG H EPDXY MIN ] EMBED iN CONC., 12 15d l0 WOOD .{ 1 I I S$'A.TR IN HIGH STRENGTH EPDXY MIN 7 EMBED. IN CONIC. 1216d TO WOOD 11 / .f I .1 1 LT519+++ LTT19 +++ 131D 1 3 4 A.T.R. IN HIGH STRENGTH EPDXY MIN 7 EM O / BED IN CONIC, 810d TO W000 .I ) ,I) 1 3/4" A.T R. IN HIGH STRENGTH EPDXY, ] EMBED. IN CONIC. 8 11E rIMIN. ) ,1 )10d TO WOOD p�YS�L LTS20B +++ L7720B+++ 150D (1) 3/4 A.T.R. IN HIGH STRENGTH EPDXY, (MIN 7 EMBED) IN CONIC., (10)10d x 11/2TO WOOD (1) 1/2'A.T A.T.R. IN HIGH STRENGTH EPDXY, (MINI 7 EMBED.) IN CONC., (10)10dTO WOOD HTT4S H174 445S (1)5/8'A.7.R. IN HIGH STRENGTH EPDXY (MIN,7" EMBED) IN CONIC, (IS) 16d X 21/2" (1)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED,) IN CONC,(25) 16d X 21/2, HTT4S HTTS SON (1) 5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN CONIC., ( 6)16d X 21/2" (1) 5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED,) IN CONC., (26)16d X 21/2" UPNp11+ HHDQ11-SDS 2 5+ 11810 (11 L' A.T.R. IN HIGH STRENGTH EPDXY, MIN. 10" EMBED) IN CONC,1 41 WS3 WOOD SCREWS ( (1)1 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC.,(24) SDS X"x 28"WOOD SCREWS PHDSA HD78 6645 (1)5/8 A.B.IN HIGH STRENGTH EPDXY, (MIN T' EMBED) IN CONC((4 WS3 WOODSCREWS (1)718"A.B IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN COLIC.,(3)3/4, STUD BOLTSTO WOOD TDXB (1) 7/8 A.B.IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONIC: (3) 7/8" STUD BOLTSTO WOOD NFM35X12U 7130 R27955015 MILITIA 3.56/11.25 3475 5330 (1)1/2 (-BOLT',W MIN 6" EMBED &NOT LESSTHAN 4" FROM EDGE 00 CONC W/3/4"DIA ITW RAMSET/REDHE DYNA BOLT SLEEVE ANCHOR OR: EQW/MIN 5"EMBED INSTALLED iN FA(H.(14)10d.4TI01ST D (1)3/4 A.T.R.IN HIGH STRENGTH EPDXY, (MIN, 6.75" EMBEDMENT) IN C.M.U. TOP, (1)3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 675"EMBEDMENT) IN C.M.U. FACE, (18) 10c TO BEAM HUS4121F 10(100%) HUSU12 (WOOD( 3435 2635(1W%) (10) led TO HEADER, (10) I6d TO WOOD . (10) led TO HEADER, (10) 16d TO WOOD. 25(125%) 3220(125%) HD4101f (CMU) 3080 HUC410 (CMU) SSW 4500 (18)1/4 'x3 WS3 SCREWS,(10)10d T0. WOOD. USP (20I3/1G""TAPPER+,(10) lOd TO WOOD i (18) V4x 2-3/4 TITEN (9 PER FLANGE) TO CMU (10)10d TO WOOD: H W10-21F (CMU) 3080 HUC210-2 (CMU) 1800 4500 (18)1/4 'x3' WS3 SCREWS,(10) 10d TO WOOD. USP (2013/16"" TAPPER+, (10110d TO WOOD (19)1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10110d TO WOOD: HD210-31F (CMU) 5015 HUC210-3 (CMU) 1800 4500 (18) VW"' x 3 WS3 SCREWS, (10)10d TO WOOD. USP (20)3/16"" TAPPER+, (10)10d TO WOOD (18).1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10( 10d TO WOOD, LGUM26-2 2125 6065 LGUM26-2-0 1430 5595 (4)3/8"X4 Wedge -Bolt+ Anchors,WOOD(4) W53 WOOD SCREWS (4)3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE)TO CMU, (4)1/4X 2-1/2 SDS SCREWS TO WOOD I (9 z U Q co m 0 of 0 m U 81 2 U 0 09 m O N 0 (a) LL JUr Z Z U 0Q Q m Q 3 Ir O 1A m LO y✓j U V U CJ1A Q Q L) y/ n li EJ3VD3G A IV —_ D2 L Coll II II II II CJ3 = II (I II II II II CJ5 == n n u u n CJ1A 1A 11 II II II II II II IIIAll (I II I II II II II I" _ R'\ I I I 6 I 1 T PRE-FABRICA ROOF TRU8SESQ�r MAX .00 I I I I I I _--- --- A1Air _ I I I I I I ATTIC 0 ACCESS I I I I I I -- ----- — --- — -- --- ---A7 — I I I I I I —==A9 — \ All 0�___ A13 1A — — — 1A 1 /v1 I 3.1 1 3.1 1 1 Q i 7 8 7 8 FRAMING PLAN SCALE: 114" = V-0" ei CJ3 0 9 CJ5 im Reviewed fW Code OCDmpII� UniversalWOE n9I^e 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 000 325 b f U3 W 0 1W F W w A E q I � � I I I 1 1 I III 11 h I I I I I 1 i I I I 1 I I A,' 'UBDI '. ac LOT: CREEK IDE PHAS� 2 I LOT #36 PROJECTS 4321.200 036hj MODEL- 4EBB "1828-CALI" GARAGE SWING RIGHT I PAGE: l FRAMING p PLAN L` II p cl* STATE OF FLORIDA l f AUG 19 LU MITI C. ANDERSON AR NO 17305 DATE: // 08 18 20 DATE: SCAT :1/ SHEET S 3 ENGINEERED''.WOOD TRUSSES— PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE # 1100 0 W110 1Od T ON (9) 10d x 1 Z" NAILS TO TRUSS (1) SIMPSON HETA16 (2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALUFLOOR TRUSS ANCHOR WITH HTSM20 W/1010d TO SHEATHING GIRDER. PRO NOTE: APT SYP#22"x4", TRUSS AND(4)1/4"x21/4" (12) 16d x 1 �' NAILS TO TRUSS O 2' AILS TO 6' 8' x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO 1 FASTENER SCHEDULE" 9 10E x 1 VIDE 5" W/ 10d NAILS, 2ROWS{ 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT: USED IN NADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE APT SYP #2 2" x 4 HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 34" NAILS TO GIRDER AND 6", 8" x 4 -0"-MAY BE ADDED CONJUNCTION WITH •.' • ACCOMMODATE GIRDER (2) SIMPSON HETA16 TRUSS ANCHORS CONNECTORT TIEDOWN REQUIREMENTS OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 Z" NAILS TO GIRDER <-'" O/C TO FACILITATE ONE HEAVY UPLIFT BLOCK WALL W/10 10d TO " TRUSS AND (4) 1/4" x 2 1/4'. ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS a CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS WITH " O x 5" TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3) 16d ' 4' x2 Z" TO GIRDER GALV COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" OIC, 1x2, 2x WOOD';FASCIA (2) Z" x 5" TITEN HD TO CMU AND (18)SDS 4" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER GA V. FOR REVIEW SEE ARCHITECTURAL 12"2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) Z" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" a 1X2 SECURED WI10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) F.1 GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SC EDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE EE �., A ALLOWABLE UPLIFT = U:1810 LBS, L•770 LBS (1 PLY) A ALLOWABL UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. ) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABL UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE YPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SSSIG SCALE 3/4'-1 -°' TYP I AL ROOF 3 SCALE 3!4"=1'-0" IRDER CoNNECTORS) 2a 2b 2c GIRDER CONNECTOR(S)- scaLE3/4"=1'-°" YI i (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W! (3) 12d @ EA. TO TRUSSES WHERE DIAG. BRAC r TRUSS E ( X-BRACING IS PRESENT AT COVER 5 TRUSSES) w I 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BILK W/ 1/2"DIA. (2) "X" BRACE DIVIDED EQUALLY 6'-O" MAX W/1X4 FROM CENTER TO END. ANCHOR BOLT. HIGH ( ) WASHER SET IN HIGH OR 10'-0" MAX (W/2X4) IZ 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1 x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX Lu PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/ b j U a MAY NOT BE F (2) 10d's @EACH TRUSS iv REQUIRED TO BE INSTALLED @ 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR •� zz BOND BEAM REQ. 4' 1x4 BTM. CHORD BRACING 6-0 01c R END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD I" � BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE-0" NOT USED � SCALE: 3/4„=1'-0" ,; 1 4 NOTCH DEPTH1/4*D THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE >5/8" ° USED SO LONG AS THEY CONFORM TO THE FOLLOWING . � I!, I' HOLE DIAMETER' < 2/5*D SGL STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS ..SPAN ONLY 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 HOLE EDGE >5/8" AS THE ONE SPECIFIED; CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND 1;3, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2: ROOF TRUSSES ARE SUBJECT TO UPLIFT; F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ) BTM. HOLE DIAMETER" PLATE < 3/5'D DBL. STUD v �I r NOT USED STUD NOTCHING ALTERNATE MATERIALS E AND BORING LIMITS 1 scALE:3r4"=1'0' aevowecrorcxa� NOT USED p Con+P11� � Universal EngK SCALE: 1 1!2"=1'-0" s �I 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359 www.abdesigngroup. om AA #: 0003325 �v" BDI . 8c LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT 4321.200 036R1 MODEL: 4EBB "1828-CALI" GARAGE S WING: RIGHT PAGE: D -'T AILS STATE OF FLORDA AUG 19 2020 MICHAEL C. ANC AR NO 172 r��AN A DATE: 08/18/20 SCALE: 1/4"=1' — 0" MEET ,3 1 A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT o PRE-ENG'D WOOD SHEATHING SEAMS BLOCKING ( TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT.II PLATE TO BLK W/ TRUSS PLAN 4 W/ 1/2" DIA. AN OHOR BOLT W/ 2" WASHER SET INi HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" C C MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE 1 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'-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937I PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 [1143 F A r G CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 MODEL: 3 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: s DETAILS 4:v n STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 kPRINT r DATE: 08 18 20 f, kAan SCALE: 1/4"=1'—O" SHEET S3.1B x; ppppppppp ppppppppp VTCR SPACING (1) AT EACH END ppppppp'Cp p 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. pppplp[ (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT L BRACE WI (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4" (1) "X" BRACE �� p4pGpVgVG 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS \� A p p p p t (1) "X" BRACE @ CENTER ., \� gpgpgpppp GpVppppp9 2 X" BRACE DIVIDED EQUALLY ) ALLY FROM CENTER TO END. STIFFBACK AT ALL 2x SUB-BAND �� p UPRIGHTS OVER 4'-10" HIGH a . (AS PER TRUSS ENG) V3 PLYWOOD SHEATHING, SEE �- r 'ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1 x2, 2x WOOD FASCIA -- - CONNECTION PER ZENGINEERED SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d WOOD F' GALV. COMMON NAILS. TRUSSES @ 24" O/C. 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C A"°APPR°VAL SECURED WI(2)12d's@ PRE-ENGINEERED MASONRY BOND BEAM SEE SCHEDULE CH TRUSS VALLEY TRUSS CONNECTION GABLE END PRE-ENG'DATRUSS 2 SCALE: N.T.S. W/ HIP R ETU R N SCALE 3/4"=1'-0" L �1 .j E; N fj II f, ki 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W 4 � Z p O F 1 D3 4 ICI F A F 3 o n 3 s3t SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #36 PROJECT# 4321.200 036R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS STATE OF FLORIDA AUG 19 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 18 20 SCALE: 1/4"=1'-0" SHEET GABLEEND HIP ROOF ROOF WIND DESIGN PRESSURES NET GROSS ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49AS) ZONE 3 = 67.16 PSF UT16) "A"= 4-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2.1/2" 0120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREWSHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL &TOOL O.C. MAX. IN FIRST FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J J Z • Z Z) 0 W LL `1 Z 2 1n Z - . U O J Z Z Z a ao O Y Z 2 DO (7 Z 00 J_ Q ' Y Z Q LUW C9 W LEI @ U F- U 00 W Z a (D = Z o m le BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. I V 6G J 1 RV4 1 V RHL URHUCI _ C . Sd RING SHANK GUN 'NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0:6.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GL TO ALL I GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 34'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT. o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER - PROVIDE 6h NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED3l4", ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, - ACI 318 14. BUILDING CODE REQUIREMENTS CRIPPLERS SILLS, ETC. SHALL BE PINE NO. 2.OR - BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF - PROVIDE 6 MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON. PR ELASTICITY =.1;400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORME STEEL STRUCTURAL .MEMBERS 2011 ASIDE A E7-10NDAISC'.SPECIFICATIONS DRAWINGSSEAMS LAPPED INCHES AND SEALED WITH ADHESIVE TAPE. , PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: - CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BECONSTRUED 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 WHE E A DIFFERENT DETAIL IS SHOWN) -. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W" 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 2017; 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NONSTRUCTURAL ITEMS OF THE WORK ARE. NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE'STRUCTU REISDESIGNED TOBESELF .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 EREC FION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS.. WELDED WIRE MESH, SHALL BE ASTM.A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THECONTRA TOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED T-0" OCTEACH WAY. TO BE DESIGNED AND FABRICATED IN. ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND. ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENT S ANDSLAB-ON-GRADETHICKNESS 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 VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTMA615 GRADE 40 IN CONCRETE. DEFORMED BARS,REBAR SHALL BEASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 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 "TPI/WTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 4D psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS. ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP.. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42". TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 'EAD PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR; SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. - psf TOP CHORD psf TOP CHORD psf w/ ASPHALT SHINGLES) (1 7 0 psf w/ No,GYPCRETE} ( 7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOLT TH E 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. WIND: STAIRS LIVE LOAD 40.psf EAD LOAD SPEED `160 MPH 3 SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS .PROVIDED ON THESE PLANS ARE TOBE USED AS A GUIDE FOR BEARING SCE 7 10 (FBC R2017) EXPOSURE C. RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS L NINHABITABLE ATTIC WITHOUT STORAGE:. 10P sf, UNINHABITABLE ATTIC. WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20 f HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 sf BALCONIES EXTERIOR p (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATEPLANS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE A OTFIEDTOTHE SHALL BE I AND psf, GUARDS AND HANDRAILS: GUARD IN -FILL COMPONENTS: 50psf,. PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GAR%GES: VEHICLEGARAGES: N SLEEPING 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf; STAIRS: M4 - PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40p5f MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGSSHALLBE SIGNED AND SEALED BYA FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: SPECIFICATION MASONRY STRUCTURES" (ACI 6301 ASCE 6/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS. WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. AND 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 = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER.: WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS. SUBMITTED WITHOUT REVIEWWILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE RUNNING BOND UNLESS OTHERWISE NOTEDLAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE . ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODU¢IBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED - PLACING CONCRETE FOR IN WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION F ROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT STRENGTH OF 3000 PSI 28 DAYS UNLESS ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE - DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN TI P SPECIFICALLY NOTED OTHERWISE ON FOUNDATION LAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY TIRE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270.. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE3/8" THICK UNLESS OTHERWISE: NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PRCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. - SOIL FOR TER ITE PROTECTION FILL CMU CELLS SOLID WITH GROUT AT ALL 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 THEI .LAP VERTICAL REBAR 6X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE - MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL' - BE MADE BY THE GEO TECH. ENGINEER. - - - THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRET : - 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. S ALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46. ksi. `STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 2,500 PS REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE _ COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PS REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. I ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHWLL,SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER.. : BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT ISDEPOSITED ,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 CC NCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER :. 1-112 FOR #5 AND SMALLER 2' FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4"FOR 1 TABS, WALLS AND JOI$TS- 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION. SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 8, O/C GARAGE DOOR BUCK 1/4 CIA. TAPCON MASONRY 1 1/2" EMBED., 4" END DIST, MASONRY / CONC. NAIL 1 1/2" LONG. TO MASONRY/GONG NO WASHER FASTENER a, DID 1 1/2" EDGE DIST SGO AL: EXT. DOORS CASE HARDENED COIL 9" O/C WINDOWIDOOR/ FASTENED GARAGE DOOR BUCK 12" DIA. W/ 4" EMBED., 4" END DIST, Ix PT, SEE NOTE 6 NAIL 1 7/2" LONG STAGGERED INTO MASONRY/GONG TO MASONRY/GONG WASHER EXPANSION BOLT 24" O/C ED�G+E DIST WINDOW BUCK CASE HARDENED COIL - 91,O/C WINDOW/DOOR/FASTENED METAL STRAP To �+ �+ SPACING CONTACT CONTACT THIS ENGINEER FOR SPACING ix PT, SEE NOTE 6. NAIL 1112"LONG, STAGGERED. .INTO MASONRY/GONG, MASONRY/LONG REQUIREMENTS REQUIREMENTS r `1 O EXT SWING DOOR (2) 3/16"DIA. "'TAPCON". 1.112" EMBED, 8" END. NON BEARING WOOD 1/2"" .EXPANSION 4" EMBED. 4" END BUD 2. PT, SEE NOTE 6 NO WASHER FASTNER 18" O/C DIST., 1 1/2" EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24"OfC DIST, 3" EDGE DIST 2x PT WINDOW BUCK 0.138"RAF x2710" 9"OIC 4" END DIST.,11/2" PT TO STEEL COL., SEE W/WASHER 'STAGGERED 'EDGE DISTNOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN E STRICTER REQUIREMENT OF THE NOAO Q R THE SPACING DETAILED ABOVE 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE I 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE. SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. I''. gavleWad RX Cade C.Vwanc9 Ou 50braw 2194 H WY A1A, SUIT 301 INDIAN HARBOUR BEACH, FLORIDA 3293f PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 r CREEKSIDE PHASE 2 is I I LOT # 36 �ROJECT� 4321.200 036R1 4EBB c "1828-CALI" i RIGHT' PAGE: DETAILS 1 I! K� xt I, STATE OF FLORIDA AUG 19 2020 - MICHAEL U. ANDERSON AR NO 1730 08 /flea / 20 r 24��s a . :1/4" c la T {�sT.EET I 1 a, s NI ;� r tiv_ Planning &Development Services Department Building & Regulation's Division. Product Review Affidavit FL # or Miami -Dade FLORIDAPRODUCT REVISION EXPIRATION. Product Model # Manufacturer Glass Description Method ofAttathment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing [ 15" o/c max. @ head and jamb. FL5891.2 R6 12/31/2021 :Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36)/(47) (+67)J(-67) Type 1; 3/16" or 1/4' ELCO Ultraton anchor 6" max. from corners, 11 3/4" o/c atja,mb; 16" @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners; 7 1/4" o/c atjamb; 101/4":@ head. 1 1/4" embedment Two additional tapcons midspan and one at lower frame required' vertically each side. FL16103.1 R14 2/28/2021 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) / (48) (+50) / (-50) Type 1: 3/16" or 1/4 ELCOUltracon anchor 6' max, from corners, 14" o/c atiamb, 10" @ head, 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max from corners, 8 1/2' c/e atjamb, 6" @ head. 1 1/4" embedment. Eight additional to pcons top and bottom requi red horitonta ll y, one raids pa n vertically each FL16100.1 R7 11/30/2022 Vertical Mullion Ply Gem 1500 Ply Gem: Non Impact side install per manufacturers recommended requirements. N/A N/A Type 1: 3/16' or 1/4' ELCO Ultracon anchor 6" max. from corners, 14' o/c atjamb, 16" @ head/ sill. 1 1/4' embedment. Type II: 3/16' or 1/4" ITW concrete tapcon anchor.. 6" max. from comers, 81/2" o/c at jamb, 101/2" @ head / sill. 1 V4" embedment. Five additional Lapcons top and bottom required horitontally,two midspan vertically FL16104.2 R5 111130/2022 Fixed Window ':Ply Gem 1500 Ply Gem Non Impact`. each side. Install per manufacturers recommended requirements. (+38). / (-48) (+55) J 05) 1/4" concrete tapcon anchor. 21/2' minimum edge distance. 6' max o/c from corners Builders Series 4780w/ and 203/4" max o/c elsewhere top, vertically and bottom 2 1/2" min embedment. FL14634:1 R4 12/31/2Q22 Sliding Glass Door Ply Gem Non impact (+33)' J (-41) (+50) / (-50) Sill Riser 1/4" concrete screw 6' edge distance @ head, 4' edge distance @jamb, 4' each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb: FL20461.17 R4 :12/31J2021 Opaque single smooth Star' Therma-Tru N/A Min, embedment of all anchors to be 1 1/4" (+36j / (-47) (+47) J (:-47} door with transom Double Garage 3/8" x 2'-3/4" Hilt! sleeve anchors 6" from ends 22" O/C FL16107:3 R11 12/31/2020 16.2x7 73'W6 Clopay N/A' (+29'}/(-35) (+36)J(-42) Door Use galvanized (zinc coated) -roofing nails, 11 or 12' gauge, with at least 3/8" dia, heads, long enough to penetraLethrough plywood or3/4' into boards. Use 4 nails per shingle placed 6-1/8" above the but: edge, approx, 1' and 13" from each end and 1/2" FL7006:1 Rif) 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) J (-47) N/A into shingle surface. I Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1I4 annular ring FL15216.1 R7 12/31/2020 Underlayment Rhino U-20 Interweb N/A shank nails spaced 6' O C. at all laps and three staggard rows fastened 12" O.C. in the N/A field. Position Vent Flange beneath' loosened shingles aligned w/ deck opening. Apply ASTM D 4586. or AST D 3409, Type I roofs ng cement/mastic to the underside of the vent flange at both theinside andoutside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange toile on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 ga shank, min 3/8" diameter head and I sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located 1" from the edge ofthe flange and 810,C along all Ft16918.3 R2 9/9/2026 Off Ridge VenL OFF RIDGE VENT WITH TAMCO N/A foursides of the vent. All exposed fasteners shall be sealed with roofing N/A NIA BAFFLE cement/mastic. all loosened shingles shall be adheared down with roof cement/mastic. Referto and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions' or mterpritations of this Installation Method. I i i i Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant, along all (4) sides of the bottom of the Vent Flashing. Install' in location under j shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nails:; Fasten Base Flange w/(1) nail ea comer @1" from edge. Fasten each Side of Base Flange using (3) miles spaced nominal 5" apart and 1" from edge. Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5' apart and 1' from edge for a total of 22 FL3792z4 R12 8/16/2021 (alternate) 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/". Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this installation Method. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A' FL241611 (+31.6) /(38.8)' (+71.0)/(-73a ) 1/4 x 20 stainless steel orELCO Panelmate with minimum: embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 21/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2020 Less than 6' span 24 GAGE panel MFG. N/A' screw or all thread but with wing nuts. N/A + or - 20 p.s.L 1/4"x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4"in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min edge distance, 12" o/c max spacing, Can be headed FL15293.1 R2' 12/31/2020 6 span or more 24 GAGE panel MFG. N/A screw orallthread but withwing nuts. N/A '+or 20.p.s;f.: install permanufacturers recommended requirements. e4td FL17147.1 R4 6/27/2021 Zip system Wall Sheathing Huber NJA. �NeW I n`vsel N/A NJA. !I - CONTROL DATE 08.1820 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325:" \\ tjkl I� 's rt r 7 t ST LUCIE COUNTY MASTER PA MODICIt EXPRESS SHINGLE j a l ,i k' >j r 00 MPH FXP. C ARCHITECT -- STATE OF FLORIDA V AUG 19 2020 MICHAEL C. ANDER,SON AR NO 17305 �_- 08.18.20 i / , rs Cy ff" i M