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i Al 0 a 1 r �z u28 1430 L_ BR ®P Imo , PAL.-KA BAD', FL 32907 Yc,=I: (321) 733-7 ` Fax: (321) 733-7 72 STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -FLORIDA BZIIIAING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE -CONSTRUCTION TYPE -MIN. INTERIOR FINISH - VB - CLASS B PALM BAY, FL 32907 -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH TEL: (321) 733-7092 -EXPOSURE - C s'AX: '(321) 733=7972 '1-2-STORY -1-STORY RESIDENCE RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S STATE OF FLORIDA a PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR NO. 17305 LIVING 1916 SQ. FT. AY E 43 A.B. DESIGN GROUP, LLC ENTRY SQ. FT. 2194 HWY AlA, SUITE 301 4' LANAI 80 SQ. FT. INDIAN HARBOUR BEACH, FL 32937 j TOTAL 2442 SQ. FT. Tel: (321) 802-3591 A/C VOLUME 16471-6 CU. FT. DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DES.: RIBED IN THIS DRAWING SET) ARE UNCLEAR A14L' IN 7 ;BID OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRkQING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB ESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'zl IN WRITTEN/DRAWN FORMS IN A TIMELY MANAER. AB DESIGN GROUP TAKES NO RES" ONSIBILITY FOR INTERPRETATIONS OF CON-STRUCTION BY THE BUILDERWHEN NO RFI's HAVE BEEII GENERATED FOR UNCLEAR ASPECTS OF THE ICON iTRUCTION BASED ON THE DRAWING SET. L, REVISIONS INDEX OF DRAWINGS :. ABV AG ADI, ALT, AMP BD: I CL CAD. CLG. -CLR. CONC. CPT. C T D. DBL. D.G.DUAL DIA': DIM, DISP D, DR, ' D.S.OWNSPOUT DS. D W, EA ELEV .ABBREVIATIONS ABOVE AIR DJUSA CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE _ CABINET CEILING . C E CLEAR CONCRETEIDLE CARPET CERAMIC TILE DRYER DOUBLE GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR. DETAIL DISHWASHER EACH ELEVATION LAY, MUM M.0 MFR. MIN M.T. MTD MTL 'N T.S. O.C. PL P.B. : PH PLT PLVWD -PR P T R. RAD R.A.G.ETURN : REF..FRIGERATOR RM. R.O. S.C. S.D. S H LAVATJRv MEDIC THE CABINET MFDLUMICINE MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE CEN R ONCENTER PROPERTY L PUSH S $UTTON PHONE. PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS AIR GRILL ROOM- ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG DATE DESCRIPTION 01/26/16 GD'S ISSUED . ARCHITECTURAL —F'G SHEET # DESCRIPTION 01/15/16 2011 FEC. UPDATE C.. Cif—COVER'.SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN n n PG A2D-ELEVATION D — PG El ELECTRICAL PLAN PG P1-PLUMBING P ? LAl` PG Ml—MECHANICAL PLAN PG DI -DETAILS `PG D2—DETAILS PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS ' PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT' USED PG WA5—NOT USED: PC: WA6—WALL ASSEMBLY DETAILS --- - 01/16AB --- CD'S RE -ISSUED. 02nIM --- SIDING ELEVATIONS ADDED 03/26AB CDS RE -ISSUED 0 n 4 WIS FOOTING VISION RE PERM BOWES ®6/2iA$ - CD'S RE -ISSUED 02AWIS _ ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/113 _ PLAN MAINTENANCE 03/28A9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 15ATWN (MELBJ 04/24/113 REVISED HVAC VOLUMES ON SG2=T CALC SCHEDULE (MELE.) 0642/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORL) ObIVA9 ADDED LED LIGHTS 0 KITCHEN t EATH PER MARK BOWES EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING 01/19A9 -- ADDED STONE OPTION ELEVATION C t D (TAMPA) EXT. EXTERIOR SSHOWER IM. F G./FX . FIXED GLASS. Sim. SIMILAR 09/11A9 ELEVATION 'G' SIDING -ADDED LOUVER • GABLE ROOF 10/25A9 — ADDED OPT, V-0' CEILING HEIGHTS F.G.' FUEL GAS SL - SLIDING FIN. FINISH SL. CL SLIDING CLASS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLR. -.FLOOR STD. STANDARD FLUOR. FLUORESCENTS. 'SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION 04/01/20 — REVISE ENKAVENT RADON PLAN DIMENSIONS FTG. : FOOTING TEMP. : .TEMPERED GLASS GA. GAUGE THK. THICK . 04/09/20 OPT. 81-0' CLG..HGT. ADDED LED LIGHT IN FOYER GAR. DISP GARBAGE DISPOSAL T.O.C. TOP OF PLATE CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF P 04/OWO OPT. W-O' CLG. HOT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY — INTERRUPTER T.G.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD GYPSUM BOARD. U.N.O. Ui ':SS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HGT. OR HT HEIGHT. W/ WITH INSUL. INSULATION WD. WOOD INT : INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON 05/06/20 ADDED ELEVATIONS V 4 'M' (ORL) STRUCTURAL SHEET — - 07/E4,) ADDED 'ELEVATIONS 'MG'-'MH'-'MS' (ORL) PG S1—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PIG S2.IA—DETAILS PG S2c2A-SAFE 'LOAD TABLES PG S3—FRAMING PLAN PG S31A—DETAILS 01/001 2020 FEC UPDATE PG S3.1B—DETAILS PG S3.11C—DETAILS PG SNI-DETAILS DESCRIPTION Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLOPIDA 32937 PH: 32 L-R02-3591 www.abd r,signgroup.com AA # 0003325 k �z kl r fY k& 11 9 pi � t` ri it I 11 I I d SVHI V, 13e `1 j CRE EKSIDE PHASE 2 LOT #112 it �' FtOJECT# y0q�4�g321.201 112R1 at'IODEL: .r 4EBB '"1828--CALI" 1JQ:4ARAGE SWING: LEFT I Ail WAGE: m COVER SHEET 160 MPH EXP.' ARCH rFECT- STATE OF FLORIDA ' DEB 2 -2 102 I R1r_TT 0 DATE: 21821 / / SCALE: 1/4"_1'-0' GENERAL NOTES SITE WORK TIMBER I.�CR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1 ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FI 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL !,I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHAL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: 0 ARCHITECT, 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/2 THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS DISTANCE FROM THE NEAREST ..EDGE -CF THE FOOTING 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENIION 2t ALL LUMB OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK ER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8- LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES T DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. Ey SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE'A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES �: SHALL., BE MINIMUM 3/," PVC (SCHEDULE 40), INSULATED WITH %., AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINE R. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND Y BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. COUNT6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GAMES MD CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005,2, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, A. ENGINEERED FOR MIN. WIND LOAD, LISTED ONCOVER SHEET 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHERAPPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 2. AS PER SECTION R302,51: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301,2(2) AS MODIFIED BY FBCR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R3012(3)MANU : FACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS TAN ., 1-3/8 INCHES THICK, OR 20-MINUTE FIRE RATED DOORS, "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FUMES d 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1 WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, THICK, OVER FRAMED WALLS 91 1 DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS t, ON -METALLIC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. J GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl 063-19a & ASTM-Cl 787. 4. AS PER SECTION R302.6 & TABLE R302,6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA B� NO� k<IA 3. LATH& ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIm ITEDTO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS f. KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS i CASING BEADIDETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703,7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: - el 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" 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 013SERVATION f. CONSTRUCTION OBSERVATION SERVICES CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT! IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL N BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. R ewed for Code t 14 �niv=1 Priance Engineering ciinces sl W, it F H CONTROL IRATE: 12/10/20 (RM) _-7- _7 7_t__,_t�, g- "t CSLJSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #112 3PEtOJECT# 04321.201/112R1 MODEL: 4EBB "18287-CALl" 41AMAGE! SW3114G: LEFT PAGE: GENERAL NOTES 4flf% IFI)TI "Am //l /I 'FEB 2,2411 MICHAEL C. ANDERSON AR NO 17305 " ""' . DATE: 02/18/21 SCAT SHEET GN 9 e, GROUND I WIND DESIGN SNOW I SPEED°TOPOGRV LOAD (MPH) EFFEC NA 1 160 C SEISMIC DESIGN 4TAGOF NA iit=r%1r%* I rii v l "nv= i=m DEPTH" IGABLE I NA IVERY Ter-IF-1 REQUII 42 1 NA FLAME SF READ AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R3023A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 il'-4 V- 12'-8' 0 Ef(2) 3052-SH EGRESS FLOOD AIR MEAN IAZARD88 F EZ1 ANUAL I DEX' TEMP SEE SURVEY NA NA 39 - 11 II -0 7_4' -4` _1-4 _41 2-1'-0" 1 10 -0 1 101-411 COVERED V_V C1G 1 6068 SfsD. 1 ® (2) 3052-SH _I LWQ - Dn�m�r _ s BEDROOM #1 ROOM eR-BV cM 8'-8 9-9 CLG 2X8 B N -lm"I� vi 4,_4 , C tY rv 0 "i 111 I _03 —1R-1SH I i 4 ❑ BATH #1 1 C. — — — — — — — — — — — — V. — 8-s cl� w1c. 1 b36 1 ®> Q 1 ?� 8'-8' CLGL I 1 , - SHWR. PAN �--- �'( o m W/ ENCL ".1 --- -SH — --J 1R-ISH SINK 2 .0 2 -8" -0111 r co 0 KLALMR)um � R-----; IR ISH I n r � CLG .8 ,g n �A a -a tics -0" 2 -4" "____� 6' 8" B b36 RANGE PAN. cp rt—I� � II ii i'i IL AI --—-- 3-SH8'-8'CLryl" BEDROOM #4 ARcaV G `� NyyIK.1e `n dm VGC. U I 2 ® 8" 3-4346' a= Mill LU B =I ❑ �" �� AI �I I r ❑3 �t rR A / %/C711 i i 0 BED OOMN 3'-S° _6 8 3 4 or - 22'x94' 1 r ry,4� 0' _A CESS j2XC2 WALL 0 I I WG. OND � 11 ° II LAV. g 50LLAR0 II Al Ul> AS REQ. el)11 ry' BATH#2 m 2] r `n PER BLDG. I I 1 8'-8' CLG 3: w CODE d) GARAGE 8'-8' CLC% V. 2' — - 4" FO 81-8 c� 3068 12 BEDROOM #2 . W-V CLCI 36'X12' �i I❑! � B TRANS. `n N 5 1/2" 3 _5, 5 1/2" ,n v �1 (2) 3052-SW I6'-0'Xl'-O'O.H.D. — EGRESS ❑2 — — — — — — — — — — — — — — — — — — — — 2 e , ,� „ • III � �, ' -13 16-0 2- ' 3 10 10�-2�� 21'-41 4'-4 14'-01 39' i SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI MI& SQ. FT. 430 SQ. FT. Ib SQ. F:T. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 19,411.6 CU. FT. ` OPBm MD Tff 80U WAGE ZONE 180 WH WW lVti1U R9hIW8 MIN. WINDOW 10 5 34/-45 - f CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 31/-39 CRITERIA 8010 O.P.D. 56 5 29.1/-31.3 SOFFIT N/A 5 31fo/-38.8 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIHOL DATE: 01IM121 T DBL. TOP PLATE BAR DETAIL A SCALE: ' FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: 0 -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. Z -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 0- MM) IN THICKNESS, SOLID OR HONEYCOMIB-CORE STEEL DOORS NOT LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. p - EGRESS NOTE: DO NOT SHUTTER 'FRONT DOOR. FRONT ENTRY u DOOR t0 BE EGRESS POINT WHEN THE HOME IS SHUTTERED. IV - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. M DIM. V,r.1,RIE5 n -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. U -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION: BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ARCH DTL. B u�� m Reviewed for Code Compliance Universal Engineering Sciences I1 I. r{q { t; 2194 HWY A1A, SUITE 3011 II INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321802-3591 www.abdes(gngroup.com AA k 0003325 I'M, MR, , I , Ij , 9LJBDIV. 8e LOT: CRE EKSIDE PHASE 2 _ LOT #112 PROJECT* 04321.201 112R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT _-1 EXP.' C : ARCHITECT STATE OF FLORIE- , 'FEB 22 tug► IG G i r .. HAEL C. ANDERSON , AR N0 17305 A. .]DA.ITNE: 02/18/21 SCALE: 1 /4"=1' - 0" SHEET �, AI EQUAL EQUAL TO CONTROL JOINT TOG NTi�2OL JOINT P.) / I9'-0" BLDCs: HGT. (TYP.) (T _ _ Ir _ ----- U FYPON LV12X24EQ" EQ. SHINGLE ROOF OR EQUIVALENT 2 FYPON 5KTIIX17 OR 12 EQ. Ea. EQUIVALENT 6o 4 g 1 A I WA1 �B Z WAI WAI -15 1 A U A - IUAI V'-S" BRG. PGT. S'- S' 8' SRG. HCxT' ------ - - - - --- OPT. COACH — -0" LIGHT L llb'X162" FYPON DECORATIVE 45 ®® A EQUIVALENT SHUTTERSOR EQUIVALELE NT 9 UE] L—L]TI, I I ITYP. A �� 4' RAISED BAND (TYP.) 0'-0" FIN. FLR. - - - -- - - - - ----- N I (_16m'-O" FIN. FLR. e FRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR -1 3A II OFF RIDGE VENT 4B A II II -0' FIN- FLR-J, OFF RIDGE T M I hi IR hLh) I TIUN SCALE: 1/4 = 1'-0' TEXTURED FINISH S'-B` 5RG. I-.' 1'-0" 45 A ❑ ❑ I 4AB ITYP. I I TYR Lill II �01-0II FIN. FLR. /�— —�\ 6 I- 12 S'-8" BRCS: HGT. — — — -- - — - - — - — - - — - — - -- S'-8" E3RCz. HGT. -0° A DECO. DTL. r I I r A SCALE: 1/2 = I'-0' 0 -0 FIN. FLR- m -0 rIN. FLR L]EFT ELIEVATI®N SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-S' SRG. H4GT,j, ' N 0 -0" FIN: FLR. _ _--------- ------ --------� 12 6 12 11E -�6 A --_—_-- — S'-8" SRG. HCsT_ I' Oil 11-011 4B TYP. I I r ------------------------ I I --- - —FIN. FLR. ]RIGHT ]ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH MODEL 1878-CAL1-4EBB AREA OF ATTIC _ 2450 SQ, FT.. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUI RED VENTI LATION AREA = 2450/300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC _ 470.4 SQ- IN- (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA 138 SQ. IN. PER VENT (net free area) TOTAL #OFVENTS REQUIRED = 3.41 TOTALft OF VENTS PROVI DED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEARFT (net free area) LINEAR FEET'OFSOFFITREQUIRI 57.20 Reviewed for Code Compliance Universal Engineering ID Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 www.abd.-signgroup.com AA #:0003325 �a li CREEKSIDE f; PHASE 2 LOT : #112 PROJECT# _ 04321.201/112R1 ODE1. 4EBB "1828--CALI" GARAGE SWING: LEFT P.i PAGE: ELEVATION ) �' ArC �i1TECT 6TATE OF FLORIDA r'FEB-2 2411111 MICHAEL C. ANDERSON AR NO 17,305 PRINTATE: / 02 S18 21 ` s CALE: 1/4"=1'-O" I SHEET A2 a ELECTRICAL LEGEND SYM50L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET 1/2OF OUTLET WIRED TO &UITGH 110V OUTLET EWIPED WA3RdD FAUL GFI NTERJPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI CUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER �P4 SWITCH 4-WAY OPER r i1 WALL MOUNTED I-0 LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. PAN I LFM PER SQ. FT. VENT. FAN W/LIGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 41x2® FLUORESCENT WRAP LIGHT AROUND AROUND (RECESSED) FLUORESCENT LIGHT AR-BULBWRAP AROUND (SURFACE MIT.) 2' FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT ® PANEL nib METER WATT. BACK-UP OffSMOKE S.D. DETECTOR W/ HARDWIRE WALL MOUNTED WATT, BACK-UP SD SMOKE DETECTOR W/ HARDWIRE BATT. SACK -UP W/ ® S/CO CARBON MONOXIDEi SMOKE DETECTOR WAR7WIRE INTER -CONNECTED SHALL ISE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS OUTLET TELEPHONE JACK WATER WATER HEATER KaNITION SOURCE TO WE ELEVATED MEAT DIGCOMIN. WAFF_ AIR CONDITIONING TO ��I�UXO. DISCONNECT SEETHIB T TV TELEVISION JACK CEILING BOX RMUIRED I O TO BE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION CEILING BOX RD TED IN IN TO BE SUPPORTED CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDLIGHT A�•4 STRIP n n® 36' INCANDESCENT LIGHT STRIP 0000000n r� 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD F-2 PS, PUSH-BUTTON FOR CHIMES • ► Use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO WE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNG. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 4 NEC 219212 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO WE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI59FI3 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FWCR 1TH ED (2020). • AJ_L I AMPS SHALL BE SELECTED BY BUILDER AND 157% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER ERr ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th EDITION R404.1 BDRM.#1 PRE -WIRED \\ CLG FAN \ DINING ROOM 1ii11111 COVERED 0 LANAI I �.`. CEILING MTD. LIGHT TO 5E INSTALLED, PROVIDE PRE -WIRED I J-BOX FOR / CLG FAN OPT. FAN / I I I BATH # 1 I LIVING m \ CLG FAN , I � I / If — —SWITCH IN _�_-- CABINET -----� I �^{ OUTLET 1 DW SINK , / i i �✓ ❑ L vP I „ LAUN. FDW GFI KITCHEN �/ _. R 1 GFI / L PAN. RANGE / GFI 0 GFI ! Q�I BDRM. #4/ DEN -- HOOD WIRE LJ/ _ U OUTLET FOR ' ®\\ I I I I FUTURE MICRO Ci � �`J �• STCO 1 1 I 0 PRE -WIRED CLG FAN _ _ I I' BD� /\ �/ a PRE -WIRED CLG FAN O 'A GFI I WH 44'AFF. 44'AFF. P.B. FOR I r------- / GARAGE I —� tillI / DOOR 1 L----- / BOLLARD / 1 II •L• OND AS REQ. PER 5LDG. WALL MOUNTED CODE LIGHT W/SWITCH IN ATTIC �� 1 ®i i BATH #2 CIF I / \ p CLG. METER z OUTLET <EYLESS \ FIELD (L FIXTURE \ BDRM•#2 F LOG. IRRIGATION \ OUTLET 48' A.F.F. �> I GFI ENTRY --- GARAGE — PRE -WIRED (\ I P.5. CLG FAN M \ (FOR CHIMES !jI Lill —_`----------------- IIJI ILJI / OPT.—'----------------����/ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' W P Panel MAIN - A PANEL: 6115 %,vp crt. breaker VOL TALE: 12U / 14U V -1 Ph MAIN: 1 b0 Amp M.G.b FEEDER :3-#1CuTH41P1&1-#6Cu(G)in'11/2"C OR3-#210ALTHIWN&1-#6Cu(G)in11/2"C. Wire Pole. Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire. #12 1 20 Extenor Receptacle GFl for TUG 1200 1 2 Space #12 2. 20 Irrigation Pump 1000 3 5 4 Space 6.... - 8 5304 AfG C..U:. 1 35: 2 #8. _ Space -7 -- PANEL -A PANEL: 42 crt. breaker VOLTAGE:: 120 /240 V -1 Ph MAIN: 150 Amp M.L:O: FEEDER. 3- #1 Cu THG'\?v Y. 1 #6 Ca (G) in 1 1/2" C. OR 3- #2/0 AL.Tl & 1- #6 CU,(G) in 1 1/2"`C. Wire Pole :Bkr Descrgeeian Watts Circuit Circuit Watts Description '.Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 96 #12 1 20 Microwave/Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4€•00 Water Heater 25. 2 #10 #12 1 20 Refrigerator 1500 7 8 #12 1 20 Duffing Room Lights and Receptacles Al Y=1 _ _ 1500 9 10 1200 Disposal GFI 20 1 #12. #12' 1 20 1 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 _- I Foyer /Hall Bed #2 & # 3/ Bath #2 Lights AFCI 900 13 14 500D Dryer GFI 30 2 #10 #14 1 15 - --- Living Room Lanai Lights AFCI 900 - 15 16 #14 1 15 __ Kitchen and Pantry Lights & Rcpts AFCI 900 '17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900. 19 20 1000. Garage poor Opener GFI 20. 1 412 #12 1 20 Laundry / 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 2$ 900 Exterior Lights and Recept GFI 15: 1 #14 Space 29 3D 1000 Irrigation controls only 20 1 #12 Space '— 31 32 Space Space ----- 33 34 space Space 35 36. Space Space 37 38. Space #8 2 35 _ A/C AHU 1 (Heater 5 KVA at 65% _ 5525 39 40 Space 41 42 Space Load subject to demand factor calculations / line '16000 1 27600 1 Load subject to demand factor calculations f line Demand Factor Calculations; ABBREVIATIONS: AFCI ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI:: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% '13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON NG NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240. volts) _ 142.8 —_ — General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts & Rec3 W / Sq Ft. 5484 HI Hats 1 at 65W/LI ht at 10D% 65 Total General Lights & Rec (Watts) 5549 Ckts# watts/ckt ITotal watts General Lts & Rec. Panel A 1 91 617 5549 I I I I I ® � I � I m � r LED LIGHTING DOUBLE LAV. BATH "I 150 AMP ELEGTRIGAL RISER NOT TO SCAL.E,. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PBGR 1TH EDITION (20Z0 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. W. ALL CONDUCTORS SHALL 5E TYFE THHNnHWN UNLESS NOTED OTHERWISE. M. PROVIDE ISO AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE i30 PVC CONDUIT OR PROVIDE 3 R/0 ALUMINWP" i'AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE- WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Universal Engineering In Sciences ° ° I I L I LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 302/0 CU, rWWM + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.L.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 0 00MBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL E159 TELEPHONE SERVICE CABLE TELEVISION ENTRfWCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 siIIIIII SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT# 04321.201 112R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LF, FT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 2 ZRI MICHAEL C. ANDERSON AR NO 17305 J FSCAT RINTATE/ 02 18 21 / E:1/4"=V-0" SHEET E I I PLUMBING PLAN SCALE: 114 = V-0' KITCHEN SINK W/ AUTO VENT 1-1/2' VTR I I I D kIN PHT) (ALTERNATE LEFT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance Universal Engineering ID Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g nigro u p. corn AA #: 0003325 SUSDIV. & LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT* 04321.201 112R1 MODEL• 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN t60 MPH EXP. C ARCHffECT: STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2118 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET P 1 III I u krf Ill z a t t E t p) k5 F a s ,; k£ �I I I ha, L t� E�f I �l BDRM. 1 te 1mx6 15 CFM DEN 12XI2 3 5 J 4'1 sX4 W.I.C. 45 GFM — — I& — I � I CFM_ 145 GFP 'u J T 1 II II �I J LIVING ROOM LANAI DINING Imx6 ROOM 12m CFM Imx6 Imx6 120 CP-1 120 CFM 6' — (oil — — rT-7 �x I IOX6 120 GFM u._-- KITCHEN -- O 0 -- RA 12XI6 II I1MA E I I LOUVER I I PLANTATION 1180-04 2'8' IMAX AIR 1 1584.15 CFI`� !3 12X8 I I 41 4' 8X4 6' 45 CFM II II I I 12X8 I II PASS I T� GARAGE FOYER MECHANICAL PLAN SCALE: 1/4 = 1'-0' y BDRM. 3 IOX6 15 CFM ,jr,o) F11 R—VALUE SCHEDULE FLOOR SLA5 ON GRADE R-m EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED Wp -ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILINGS UNDER ATTIC R-30 ,Reviewed for Code - Compliance Universal Engineering ED Sciences SLTBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT# 04321.201 112R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C PER FLR PLAN 1/2' CLG. 1/2' [DRYWALL SECURE BT. PLATE TO SLAB W/ I0d MASONRY NAIL a 32' Oc. MAX 0'-0. FIN. FLR 2X4 TOP PLATE 1SS 2X4 WOOD STUDS 024' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON-BRG. SCALE: 3/4' =1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYp_ ELEVATIONS o VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 3 5/8' OR 5 3/8, 1/2' DRYWALL TOP CHANNEL(25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8" OR RECEIVING UPPER/ 5 3/8" LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC t0 BE SPACED 16' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAP ; WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARDI 1—STORY FINISH FLOOR TYP. INT. WALL METAL STUDS rA—'\N (NON—BRG.) D1) SCALE: I/2'=I'-0" BOND BEAM - SOLID GROUT W/ (I)- *5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER 5/8' GYPSUM BOARD FASTENER SCHEDULE OR 1/2' HIGH STRENGTH Cl BOARD 5" DIA. SLEEVE, DO NOT CUT NOT CUT BOND AM BARS 2A)PIPE THROUGH BOND BEAM D1 J SCALE: 3/4"=1'-0° _ VaT101yimlyyyy Y111 STRUCTURAL SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION + 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 77 REFERENCE STRUCTURAL Ix2 P.T- FURRING STRIPS m 24' O.G. 78, 1/2' THICK, 2 COAT PORTLAND CMU CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I/2' GYP. WL. BD. WOOD BASE Hr 0'-0' FIN. FLR LzAV'e . a n W/ WINDOW OPENING H TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D� SCALE: 3/4'=1'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5N1. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS "ULK AND SEAL A9 LNE k rl SLFrvr FOR a4e LNE CM.1 4' al UL. BD. eaaa DAM r2_B'lllii GAS LINE THRU BLOCK SPF 24' C-C. MAX.--� SECURE W/ (2) 12d NAILS o EA. END 2x BLOCKING BETWEEN TRUSSES -PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTl - PER STRUCTURAL. DETAILS -PRE-ENG WD. TRUSS --- PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR-- INSULATION R-VALUES PER ELEVATION ----- 5/8' GYPSUM BOARD OR 1/2' -- HIGH STRENGTH CL.G. BOARD 1/2' THICK, 2 GOAT—L-l' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO TO MASONRY 0'-0" FIN. FLR 8' CMU a a, e _ e. a R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPSm 24' O.G. 1/2' GYP. WL. BD. -- WOOD BASE--- -- a 1/2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CsALv. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER Ir PRODUCT G%l STEEL APPROVAL R_Q VERTICAL TRAC BY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ CORNER BEAD S' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL l SEALANT / BACKER ROD HEATHER STRIP MOULDING ALL AROUND (BY DOOR MANLK) OVERHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: 1 I/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ ` MTL. DRIP EDGE 5 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT \—WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS CMU — L V-0' FIN. FLR a I e V A a G . H W/ WINDOW OPENING �, TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL SCALE: 3/4' = F -0 Reviewed for Code Compliance Universal Engineering ED Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall Cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM 0920 Class 25 Grade NS or greater For proper, joint expansion and contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate For the type of sealant. Fluld-appllftd membranes used as flashing in exterior walls shall comply with AAMA 114. The Flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT* 04321.201 112R1 MODEL: 4 E13B "1828-- CALI" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 2U21 MICHAEL C. ANDERSON AR NO 17305 goo PRINT 02 18 21 DATE: SCALE: 1 /4"=1' — 0" SHEET 1) 1 TOP.- 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (1) 1/21 X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT -n n SECURE 2x4 ONE' 17 FLAT TO BILK W/ MASONRY NAILS. SIDES: —� 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X S' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/0' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 O IC 0 0 °I I°f NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR %1 BUCK ATTACHMENT eCALE, 1/1'.1'-0' Ix4 P.T. OR 5/41X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING a' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/49 WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 1 L_� 8' CMU 1/21 DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B WINDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: ME SECURE TO BLOCK WK2) 3AV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C NDOW TO BLOCK +1 15/16" 2x4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2XB: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 Ia' O.G. MAX SPACING. 2X(2: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' of EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/1' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E , 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EA -A END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/16' TAPGON MIN. I-I/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 a, CMU WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER W/(2A2d WITHIN 8' 4 18' O.G. MAX OF EACH END 4 6' TO 8' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/40) DOOR JAMB TO BLOCK +3" F 2X4: CE13 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: IMM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/41) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2Xa: COM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. - e' CMU 1/2' DRYWALL tl I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" WINDOW_ T�_�0 BLOCIG�+3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CIM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. — NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THR011GH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK N/- a' CMU 1/2' DRYWALL P.T. NAILER I' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" H 1YIND0IY TO BLOCK +3 3/4" ??• CMU O y ? }' DRYWALL • , IX FURRING ru RIP 2X10 TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK gj�RE UIRE1,4ENTS K KT� Reviewed for Code Compliance Universal Engineering Sciences 2194 HW) A I.A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngr0up.c01)1 AA #: 0003325 SvsDIV ae LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT# 04321.201 112R1 MODEL. 4EBB "r 1828-- C ALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C rARCHITECT: 2STATE OF FLORIDA FEB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 J rDRAT INT 02 18 21 E: /CALE: 1 /4"=1' — 0 SHEET D 2 M 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 a 9' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED a T' O.G. MAX VERTICALLY I THICK, 3 COAT CEMENT PLASTER Will LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR TAW ZIP SHEATHING SYSTEM (INSTALLED PER e TO a GAP Mlw. LATH SHALL NOT TO BE CONTINUOUS 6 TO b' 6 MIN.® THROUGH CONTROL MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR — STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 0.04T5' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWARD a Pr. A OI. FOLD INWARD • PT. A 2. CREASE • PT. B FOI 44 O I. FOLD INWARD a ® I. FOLD INWARD a PT. A PT. A 2. GREASE . Pr. D 2. GREASE a PT. B 3. GREASE a PT. G 3. CREASE a PT. G 4 FOLD FR. G OVER PT. B TILL PT. G TOI)CHES BaTToM FLANGE NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDEMAYMENT/�J— SHINGLE ROOFING.)NT DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHING, I9EGHANIGALLY FASTEN 4' OG. MAX ® BOTTOM FLANGE WATER TIGHT SEAL FOLD, DQ M4T =T. i' THIGC, 3 COAT CEMENT PLASTER (FRAME), l 2 GOAT CEMENT PLASTER (CM) WRB LAYER v2, FORTIF15ER BUILDING PAPER(FRAME ONLY) WRB LAYER 01, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB IW ABOVE &91 ES ( ONLY) :: PR..... opt CM FASCIA WRAP Ill WALL FLASHING KICIG-OUT FLASHRNG (SEE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF b' a VERTICAL LAPS (ROLL ENDS) E W a HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE II MIN. LAP c METAL LATH \ �C X X X X X �T METAL LATH 6 MIN PAPER LAP BELOW ONLY / tWRB LAYER 02, FORTIREIER \ BUILDING PAPER (-2-PAPER LAP SCALE: 1 1/2' =1'-0- ® KIC KO UT NOTE: INSTA - KIGKO FLASHNG AT BOTTOM OF ROOF A] WALL I1 4TERSECTION6 DETAIL WATER TIGHT SEAL (BEND) OR SOLDER, DO NOT CUT) WRB LAYER M, STUCCO WRAP 'TIN LATH LAP, 4"OVER ALL LAP VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH MD411!l (12I-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. NOTE; FOR REPAIR Or TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK z , z A7fi NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHEATHING OR T/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUFP, SPECS-) BUILDING — PAPER STUCCO — NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FOIRR IBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/Ii ZIP SHEATHING SYSTEM (INSTALLED PER M*UF. SPECS.) 6• MIN. LAP LAP m LATH AP s PAPER HORIZONTAL LATH & PAPER DETAIL L„ 5 N-T-s. 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER wow=. 810F." JI111A OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED 5'X5" V' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE —� FLASHING (COMPATIBLE W/ HOUSE 4n WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF--- SELF-ADHERING MEMBRANE:' FLASHING aT���I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS RE 2U RED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'xb' SELF -ADHERING MEMBRANE FLASHING: (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. rLASHHNG TO EXTEND ONTO PIPE GUT AND OVERLAP ONE SIDE OF rJtEQ 02 LALFSHING ERING MEMBRANE WRB LAYER •I, STUCCO WRAP WRB LAYER R, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FL AHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C-V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. NET�RATION DETAIL Reviewed for Code Compliance LEGENIJ 93Universal Engineering Sciences IZDR rINACE FL)4NE (VR5 LANrER #1/ STUCCO UJRAF) MR5 L AST' 1R *2 (FORT IF 18E R 5U LD ING FA1=ER) 1" IEFT)4L LATI4 x X—•---x -x STUCCO 111100D OR -1/1(0II Zlf= UJ)4LL SELF-ADS-1E51VE FL.45HINC— NOTE: 1N1ETAL LAT+4: LAT+4 TO BF= F ER SECTION F,-103.7.1 / A5Tt'l C-84-1-1-4a, 111N. 2.5 L55- F R SCE. YAfRD (UTILITY OR NOl I INAL LATa-I D0E5 NOT 1„1EET 5FECIFIC)4TIONS) 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. ac LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT# 04321.201 112R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASS EMBLY DETAILS 160 MPH EXP. C ARCHTECT= STATE OF FLORIDA FEB 2 2 zuti MICHAEL C. ANDERSON AR NO 17305 J PRINT 02 1B 21 DATE: / / SHEET =I 0 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING + JOINT ALL AROUND HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING FRAME DRAINAGE PLANE (WRS LAYER 411, STUCCO WRAP) WR3 LAYER #2 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO SE PER SECTION R-1031.1 / ASTM C-84-1-14a, MIN. 2.5 L85. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LC FINISH 6" SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP E SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM '°'�t- A� ��l 1 -" ')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 COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAF' FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEM' #1 11,�T F #3 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 11, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION 7/S' TEXTURED _—FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER a 1' D.G. MAX S' CMU Yo' TO )J' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIvE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES UJRB LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STF #2 I WRB LAYER 01, STUCCO WRAP SELF-ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T F # 09 ELECTRICAL RECEPTACLE ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #; 0003325 SUBDIV. 8e LOT: CRE EKSIDE PHASE 2 LOT #112 PROJECT* 04321.201 112R1 _ MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 2 2 2U21 MICHAEL C. ANDERSON AR NO 17305 02 1B DATE: / 1 SCALE:1/4"-V-0"' SHE�E�T] V �l _ 2 EIIIIIIIIIIIIIIII IN DRAINAGE i=LANE (WR5 LA1'ER 011, 57UGGO WRAF) WRB LAVER *2 (FOR71F1 3ER 5UILDINCz fi=APER) METAL LATH STUCCO WOOD OR -1/16" ZI1= WALL SHEATHING SELF-ADHESIVE FLA5HINCz 2 1 /2 " 1k--- 7� - x x x x e . CORNER BEAD (FASTENER 4 SPACING S -1" O.G.) 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLI' TO MASONRY II li MCORNER BEAD 05) BLOCK Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a b d es i g ngrou p. co m AA #: 0003325 J sLTBDIV. & LOT: CREEKSIDE !� PHASE 2 LOT #112 PROJECT* 04321.201 112R1 DdODELe 4EBB "1828--CALI" GARAGE SWING: LEFT .PAGE: WALL ASSEMBLY DETAILS [f ' ,160 MPH EXP. C F,. 3 ARCHITECT: Fi , STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT 1821 02 DATE: / SCALE: 1/4"-1'-0" SHEET 2x�o SUB -BAND W/1 "x4" NOTCH a END, WRAPPED PEEL B STICK DRIP EDGE -1/8" TEXTURED FINISH G WOOD 1/2" TEXTURED FINISH 6 CMU IN 1` I1 11 I 1 1 1 1 / 1 METAL FASCIA 1 WRAP Ya" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL 1 1 (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY @ELEVATION AN A METAL FASCIA WRAP 2X(p SUB BAND 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU AL LATI-4 \—WOOD SHEATHING J I OR CMU 1 WRB LAYER *i, :m1i STUCCO WRAP (FRAME JNLY) N WRB LAYER "2, FORTIF15ER M 5UILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) "1/8" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED �/ FINISH -a CMU 2x6 SUB -BAND W/1"x4" NOTCH 6 ' END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 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 SCABBED TO TRUSS W/126 NAILS 6'-8" O.G. MAX. 2x SUB -SAND W/lY"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND _DETAIL _CD WALTZ SUB BAND DETAIL C� WALL WZKIC K---_0 UT 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/>Y"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK ROOF CEMENT s ROOF EDG OMITTED FOR CLARITY FRAME OR CM1U 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 WAV211x4' NOTCH a Reviewed for Code END WRAPPED IN Compliance � Universal Engineering PEEL 8 STICK Sciences ROOF CEMENT G ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.coni AA #: 0003325 SUHDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT# 04321.201 112R1 MODEL• 4 EBB "1828 -CALI" GARAQE SWING: LE I;1T PACE: 1 WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHFIFECT STATE OF FLORIDA FEB 222021 MICHAEL C. ANDERSON AR NO 17305 rrcaalm a 2118 DATE: 02 / / SCALE: 1 /4" =1' - 0' SHEET ] V V A6 V) O CY) 39'-8" 17'4' Y-4,7-4- l-411 174" 3 0 z 0 in 1.1 co X N 1U_ OP :1 FM-12X12 10--0- 10'4' 16-0" Cq 4" CONC. Cj I x SLAB Lu LL I x C14 CL ky 04 0 Lu IT LL *3 1/2" U), Lj_ 1k EillUill I 11LA F M1_2 X 18 EXTEND 1A SLAB 1 1/2" 0101, 'OTOP OF SLAB ti 15'-8" 51-0.1 7 4" PVC CHASE C) TE-1 4" CONC. N SLAB *5 1/2" LT- 17'-8" 2'-8" 'PTOP OF 5 SLAB 0 bo S-15O A cc I X I " 6 LU a_ I 1 2 0 LL _j #4 EXTEND- 19 2 SLAB 1 1/2" V 7-) 11 00 01 -12X18 00 M� I LL 4"GONG. x C14 AF x c>,, x W SLAB U_ T-5- 1/2" :i 0 1� 0- +-3 1/2" 5 1/21'- _V7 1/2" C) j cc FMC 12X18 M-12X18 FMC-12X18 HEI LT�' FM-12X18 _J 4 4 11A)1.1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. C? 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 6, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER QrDwir-r-C 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1 11,121INDICATES #5 BAR, MINDICATES #6 BAR,MINDICATES #7 BAR VERTICAL o? REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BAR$ SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONEREINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16. USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 'OF SLAB SUPPORTED 3 T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPtCTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION C9 SLAB SCHEDULE SLAB THICKNESS REINF. REMARK 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL C? BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 1011, s (+)0-0 FM-12x12 12" CONTINUOUS 12" (2) #5's (+)0-0 FM-12x18 1219 CONTINUOUS 181, (2) #5's (+)0--0-, FM-16x18 11 6., CONTINUOUS 181, 72) #6S '11 -01, ()0 FMC-12x18,CONTINUOUS 18.1 _(2)�W _S #5 IN CURB VARIES F-24X24 1 24" 24" s s (-)0"-4" 2'-8" lik 16'-0" 2'-8" T-10" 10'-2" 2 V-4 p- 4'-4" 14'-0" FOUNDATION PLAN SCAL1/4"n E: T-Op" SECURE STRAP TO A/C SIMPSON WB CONC. W/ UNIT ROLL STRAP OR (2)-3/16'X2' EQUAL 2 EACH C TAP -CONS 15 CORNER OF I lu NIT CONC. LSECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION for CodE Reviewed TO Compliance PAD DETAIL [B universal Engineering Sciences 2.194 HWY AIA, SUITE 30.1 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www,bbdesigngroup.coni AA f# 0003325 ff NY, i ( (I 777T"`Il;, [s< L11 I I I I d j uh 3`\ X, 7�`70!9T)717,. Re 7—K11". CREEKSIDE PHASE 2 LOT #112 ROJECT# 04321.201/112Rl, 4EBB "1828--CALI" lk-�IARAGE 8WINC;: LEFT 'PAGE: FOUNDATIOV ti PLAN hil. I TH EM EXP. C Tj E F qARCHFrECT- S STATE OF FLORIDA TA A ST ATE 0 H E FFIDA 'r CT L 0 'FEB 2 2 2021 AR I]C� 117305 PRINT DATE: 02/18/21 SCALE. 1/4"-1'-0`_ SHEET z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CL SPACING REQUIREMENTS m W OD V. J Z 8" CMU WALL O io o +: C" TOP OF f ° SEE SLAB SCHEDULE EXT. PORCH SLAB p ° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION . ° 6" CHAMFER (2 STORY) JOINT (WHERE 6 APPLICABLE) z ° SEE SCHEDULE iv 4FOR WXD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" ��EXTERIOR MONO -FOOTING l SCALE:3/4"=1'-0" BOLLARD LAP P PLATE A IN. OF 48" AND N W/ 16d COMMON NAILS, 2 WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT _ +_ 0'-0" TOP OF SLAB 2" CAPPED GALVANIZED PIPE W/FLANGE @BASE 0 SECURE FLANGE TO SLAB C/S4) 1/4' X 2 1/4" TAPON SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK100 V LATE TOASONRY NAIL EREDETAL NOT :QUIRED WHEN NO )LIFT IS PRESENT. EESLAB SCHEDULE a< " SEE SCHEDULE FOR WxD, BAR SIZE E D BAR QUANTITY y 9 INT IOR FOUNDATION OD WALL SCALE: 314"1 (NO L I FT) 30" MIN. EACH WAY MONOLITHIC FOOTING Z +I. �• b - STEEL REINFORCING IN GROUTED °v c(a CELL SEE PLAN FOR SIZE AND v. v O > SPACING REQUIREMENTS F p m W Lu V J 0- d r. b v. FM � ¢, �� O -t 8"CMU WALL o.� CORNER BARS, SAME SIZE AS LARGER BAR Z IN FOUNDATION WITH 30" LEG EACH r�i �— +-0'-D" v WAY AT ALL CHANGES IN DIRECTIONS i- TOP OF SLAB I . s �I SO THAT THE STEEL REINF. IS CONTINUOUS ° MATCH AMOUNT OF CONTINUOUS BARS n x s v, I'.I I VARIES u- ° 4 SEE SLAB SCHEDULE TOPA(F GARAGE T' R. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE O IN L G R E EXT. PORCH SLAB Its 4" CHAMFER (1-STORY) .' W/ 1/2" ISOLATION ' 6" CHAMFER (2-STORY) JOINT (WHERE ••` 4. i SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) Z FOR'WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO N MONOLITHIC FOUNDATION _ EXTERIOR MONO -FOOTING 2 GARAGE SCALE:3/4"=1"-0" CORNER BARS DETAIL 3 SCALE: 3/4" 1 _0„ AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W/PLAN W 01 2x4 OR 2x6 D BEARING PROVIDE BLO NG W _j WALL W/ SYP j � I NEW REINF. BAR No 2 STUDS SEEP S FOR E R PLATE TO SLAB W/ O EL SECURED W/ 2- PART SPACING. SINGLE BT PLATE 1! x ANCHORREN aJ EPDXY. MIN, EMBED TO BE PT. PROVIDE DBL. OP ET I R SET N HIGH STRENGTH Q 8", UNO PLATE XY 5-1/2" EMBED. MIN. @ 16" OC Q ❑ FOLLOW ALL MANE. AX = K (0 SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE Q I USE AND 2 m F OD PREPARATION OF ANCHORS W/ 1Od x 1 1/2" HOLE COMMON NAILS FILL ALL � Z X HOLES, DO NOT USE 10d W Uj � x 3" SEE SLAB SCHEDULE o O OTC Q CIO d Qq TOP OF SLAB 4" CHAMFER (I -STORY) °. 6" CHAMFER (2-STORY) : 4.� UT ' 4 EQ. EQ. SEE SCH ULE FOR WxD, BA IZE ADDING BAR TO AND BAR QUANT MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WA 6 SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" (W/ UPLIFT STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS V. V. far p x. • I SEE SLAB SCHEDULE Z "ISOLATED" COLUMN PAD ° CENTERED UNDER WALL AND 00 POURED MONOLITHICALLY WITH f _ FOUNDATION AND SLAB ° 4 SEE SCH ULE FOR I BA SIZE AND BAR QUA N Ty MBINED EXTERIO MONO- 10 OOTING AND COL. P qf-L,74C so 0 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 BRG WALL TO BLOCK WALL CONNECTION SCALE:3/4"=1'-0" u RECESS AROUND GAP' DOOR OPENING SCALE. 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON RB FOR ,SONRY ITS SET ELEV NAILS, 2-ROWS, 4" O/C BTM n VERIFY HEIGHT LAP TO OCCUR OVER STUD LL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB MASONRY IO/C STAGGERED. NAIL 16' ONA10d ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. of SEE SLAB SCHEDULE +_ 0'-0' TOP OF SLAB RZULE SIZE NTITY KIIIII,INTERIOR CURBFOUNDATION WOOD WALL SCALE. 3/4"=111 (NO UPLIFT) EBReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321802-3591 www.abdesigngroup.com F' AA #: 0003325 J ) I f z � I 3 i~ ly, I a ib r � CREEKSIDE � PHASE 2 LOT # 112 { 9 'P, 0jECT# 04321.201/112R1 r= M03DEIIIII.„ 4EBB %828 CALI"' GARAGE i SWING: LEFT I� 4y, DETAILS iI (, 160 MPtI EXP. C r t� FEB 2 2 2021 0-tAr ^_. 0 ANDERSON Air 141 17305 IN DAT F r.e SCi � u 0 DOWEL PLAN SCALE: 1/4" = V-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigiigroup.con i AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT* 04321.201 112RIC MODEL: 4ERB "1828--CALI" GARAGE SWING LEFT PAGE: DOWEL PLAN 160 MPH EXP. ARCHrrECT STATE OF FLORIDA FFB 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 D TE 02/18/21 SCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK r1r_ GROUTED BOND BEAM — VARIES PER ELEV. a Z -G N ° <I ¢` a e . ° ° ' e HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) MATCH STEEL � REINFORCEMENT N _ 1 PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY +_ j._ij. TOP OF SLAB BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" PVC CHASE D4THRU FOOTING SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG CMU UNIT DIMENSIONS, ARE NOMINAL SIZES MASONRY SYMBOLS Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT* 04321.201 112R1 MODEL: 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA FEB 2221JA MICHAEL C. ANDERSON AR NO 17305 PRINT 02 18 21 PRINT SCALE: 1 /4"-1'-0'� SHEET St.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, 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 t MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. IN 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 0 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. I 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED' OTHERWISE. s BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L.= BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O S = TOP OF LAB ABBREVIATIONS E.E.= EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT. T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH'TOP REINFORCEMENT STIRRUPS REMARK MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED S LID SEE SHEET S2.2A FOR SAFE LOAD TABLES fl � Ek� ' C tt - FFi I 7 8F16-1T/0M/0B 0 Cl) GT CID .I O DO q o a C6 LLn. ,.,... r 1 „. „00 88F16-1T/OM/0B F16-1T/OM/OB : 8F24- 1 T/OM108 s i GT .41 o •. o10 I � F m ;o . O q r ve 2 0 LL LL 1,5 1 ~ UNO, PROVIDE BB1 WHERE _ ROOF TRUSSES BEAR, TOP OF WALL EL 8'-8" UNO. 0 8RF6- 1T/OM(OB GT 8F81T/01M/0B ; 81=16-1 T/OM/OB 8F24 MIN.-1T/0M/1B 17'-4„ BTM.. OF LINTEL @ 7-0' ABOVE FINISHED GARAGE SLAB LIFT BEAM SCALE. 1/4" = 1'-0" PLAN.� Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 v y� tea. ( PIiSIE & LOT CREEKSIDE PHASE 2 kk LOT #112 PROJECT# 04321.201 112R1 MODEL 4EBB 0 "1828--CALI" R ACHE SWING: r. L E FT Ea LIFT BEAM I PLAN AND NOTES 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA b FEB 222021 b. a MICHAEL C. ANDER50 AR NO 17305 •PRINT DATE: 02/16/21 SC : 1/4"=1' n SHMET S 2 2194 HWY Alk(SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-902'3591 www.abdosigngroup.com AA # 0003325 ws W SUBDI V. 8e LOT: CREEKSIDE PHASE 2 LOT #112 FROJECT# 04321.201/112R1 a MODEL. 4EBB "1828--CALI" GARAGE SWING: LEFT r DETAILS µ 160 MPH EXP. (' ARCHITECT: STATE OF FLORIDA { FEB 2 2 zu�4 MCHAEL C. ANDERSON AR NO 17305 r.f Z-KFJLXN a 2118 I)2 4 DATE: / / SCALE: 1/4 -1 —0' SHEET S t e 1 A F LOTT S CONCRETE"/ CAST-CR TE / QUALITY LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD OAD SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH gUg 8/84M 6-1TroB 0-1Tros 1T/0B 1T/oB -1rroB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 6/�1r 8/16-1T 8/2b1r 8J24-1T 8/28.1r 8/32-1r 8/8-1B Oil8-1T/1B 1v1s 1T11B 8-1T/1B -lT/1s W2T 9/162r 612O-Zr 6r24-2T &25-2r 8r32zT 3'-0" PRECAST 1436 952 3114 4217 5321 BOB 7531 3'-6" PRECAST 689 1024 3'-0' PRECAST 1569 3524 4394 5263 0132 7001 2465 6113 OM7708 9Wl 10000 1569 � 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 23M 3125 3945 4765 5587 411-offPRECAST14 — 763 4'-0" PRECAST 1383 3060 3815 4570 5325 am 1981 6113 7192 8524 7627 0751 1363 3060 3815 4570 5325 6079 4'-0" PRECAST 819 533 1770 2400 3033 35M 4301 4'-0" PRECAST 398 591 4'-W PRECAST 1207 26M 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 25M 3123 38M 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 ISM2374 2944 3513 4084 1319 4480 7196 7342 5780 8259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2090877 250 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1071 2443 2915 3367 1161 360 5 OM ORB 5776 929 2OW 2593 3107 3820 4133 PRECAST 692 1139 3227 3031 3707 4383 5081 6'-8" PRECAST 410 721 6'-6' PRECAST 835 1201 1578 — low2332 um6'-0" 1139 =7 - 4598 70M 10000 8825 835 1888 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 2696 3191 3085 74" PRECAST 303 534 T-0" PRECAST 716 ow1181 --- 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2428 2827 3228 9'-" PRECAST 428 833 1593 2204 2481 2818 2821 9'4" PRECAST 192 384 w 4" PRECAST 454 586 767� 948 1129 1310 639 1074 2298 3081 4099 4899 572 1318 1643 1989 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 358 488 012 755 an 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11'-4" PRECAST 430 406 530 --- Go777 872 644 1312 1742 2252 2888 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 ON 783 507 1210 1598 2048 2586 3171 440 940 1300 - 1560 1314 1476 13° ri PRECAST 270 433 1045 1385 1732 2157 2535 13'-4" PRECAST 82 298 13'�" PRECAST 308 303 393 484 575 645 414 1046 1365 1732 2316 2005 398 780 1057 1312 1071 1203 14�-0" PRECAST 2 388 978 1272 16M 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 — 360 443 526 we 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 PRESTRESSED N.R�, NR NR R NR NR NR 14'-8" PRESTRESSED N.R. 283 14' PRESTRESSED -0" _ 239 -- 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 9W 1237 1474 1715 PRESTRESSED N.R. NR NR NR NR NR NR 16 4" PRESTRESSED N.R. 252 154" PRESTRESSED 224 � 464 574 684 793 412 1014 1340 1703 2118 2513 230 816 ON 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 687 680 300 grog 1121 1413 1739 2047 192 506 720 501 1135 1312 PRESTRESSED N.R. NR NR R NR NR NR 19-4'" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 me 430 513 M19'�4" 2W MM 1200 1467 1716 166 429 623 803 950 1098 21'�" PRESTRESSED I� R, NR NR R NR NR NR 21-4'" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 ON1038 1168 1468 142 — 373 537 690 818 943 22'-0" PRESTRESSED N.R. NR NR OR NR NR NR 221-T PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 d85 550 84 992 1203 1381 IV 358 51.3_ 659 779 900 24'-0" PRESTRESSED N.R. NR I NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 244r PRESTRESSED 124 174 M W2 360 418 129 824 1o1a 1147 124 319 _ 455 589 687 793 - ALL VALUES TAKEN AS THE LESSER FROM"SAk LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION — PRECAST PRODUCTS BY OTHERS TO MEET OIL EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED, PER MANUFACTURES SPECIFICATIONS — PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code compliance Universal Engineerinc [B Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.con i AA #: 0003325 gf SLTBDIV. 8e LA>"n- lF�,,,, H CREEKSIDE PHASE 2 E LOT #112 PROJECT# I. 04321.201 112R1 MODEL. 4EBB "1828--CALI" GARAGE SWING: LEFT PAGE: w ` SAFE LOAD -� TABLES Ln 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA -FED 2-2 2021 IN (MICHAEL C. ANDERSON 41 AR NO 17305 } 14 PRINT ATE: 02/18/21 , CALVE:1/4" V-0" SHEET S 2 o 2 A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W1 (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.' 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, `DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13 ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. 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 MANUFACTURED / 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 SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN: MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. - GIRDER/TRUSS W/2X6 BOTTOM CHORD TRUSSES III BOTTOM CHORD 2X4 SCAB TO DIAGONAL NAOM ILED JACK RA BRACING M CHORDW/TRUSS MN410d BRACING/BOTTOM RE APPLICABLE L1 NAILS FOR CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END DISSIMILAR BOTTOM CHORD FOR EACH CHORD - CONNECTION 'RACING @ MID RUN SCALE, RTE 4, v r� o C.IA M ti� 1A q D3G J1A 31 I U r_i U _ CJ1 II Ne--il��--�IICD ��� I II�E9 CJ3 II II II II II II II II II II II II 1B EJ7A GT 1A 1A 3:1 j D2 h✓� 0 0 0 I� Al I� Al --- --- ----_ __— AB INS, A4 II I ( I I _--- A . TED ROOF W i a W O.C. MAX. jj I 0 6� _ — I F — o== 22"x54"� _ ACCEISS—s_ I I A31Milli 1A — — — p A5GE I GT I _ �(s Cl 'E2GE __ _ _ �; _.. m ar., — EJ2 FRAMING PLAN SCALE: 1/4' = 1'-0" ( 7 8 I ;_ U O� S 00 m o 0� N O LL_ Z Q U Z 4 O Q m � O O 1A i U Q O F- o m o W N 0 @ LL. Q Z Z Q om 0 U � U O O 009 1 � N LL_O @ (D a Z Z U O Q Q m 0 0 Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com kiio�AA # 0003325 1 If AI Si7BDIV & LOT: CREEXSIDE PHASE 2 LOT #112 PROJECT* 04321.201 112R1 ODEL: 4E1313 "1828- CALI" GARAGE SWING: J LEFT PAGE: FRAMING PLAN 10 MPH EXIT, ARCHrFECT. sTATE OF FLORI®A • AR NO 17305 Lm.o2:�et;. :ANT DATE: 02/18/21 SCALE:1/4"-l' 0" SHEET S 3 I• 9 A I h i ENGINEERED WOOD TRUSSE .<>':"..: PLYWOOD SHEATHING, SEE . ..*..'.. @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND FASTENER SCHEDULE' # 1100 UPLIFT SIMPSON A-(1)SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO (9) 10d x 1 z NAILS TO TRUSS ROOF/WALLIFLOOR TRUSS ANCHOR WITH NOTE APT SYP #2 2'Sx4", TRUSS AND {4) 1(4'x 21/4" B�2) SIMPSON HETAt6 TRUSS ANCHOR WITH SHEATHING 9 10d x 1 1" NAILS TO O z 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO (12) 16d x 1 z" NAILS TO TRUSS FASTENER SCHEDULE' GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 314" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/10 10d TO WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO . GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 1A.' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SIMPSON LGT3-SDS2.5 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH 4 " x 5" TITEN HD TO CMU AND 12 SDS O e ( ) CONT POURED LINTEL ANCHOR REQUIREMENTS. SEE ARCHITECTURAL ' y' x 2 q" TO GIRDER 2x SECURED W/ (3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD (2) Z' x 5" TITEN HD TO CMU AND (18) SIDS 4"x 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA 3" TO GIRDER GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED W/ (3)16d y, 1,. (2) z x 5"TITEN HD TO CMU AND(18) SIDS 4 x 3" AND APPROVAL GALV. COMMON NAILS. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED W/ 10d GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE MASONRY BOND BEAM 12" O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A A LOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) �— TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) 8 A ABLE LOWBLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 3 2" APART B ALLOWABLE UPLIFT= U:2365 LBS, 1-1430LEIS (2 OR 3 PLY) ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ PICAL ROOF 3 _ SCALE: 3/4„=1-0" See SCALE 3/4„=1'-0" GIRDER CONNECTOR(S) 2a 2b 2c scALE:3/4"=,'-o" ;DER CONNECTOR(S) 2 2X4 No.2 SYP DIAG. KING BETWEEN O 2x4 BLOC BRACE W/ (3) 12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0 -0" TO 30'-0" (1) "1 BRACE 30'-1" TO 60'-0 (3)"1 BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BILK W1112" DIA I. 2 ") BRACE DIVIDED EQUALLY LT W/ 2" O ANCHOR BOLT 6-0" MAX W/lX4 FROM CENTER TO END. WASHER SET IN HIGH OR 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" -0 MIN. EMBED. AT32"C SEE ARCHITECTURAL MAX. � PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 , 1x4 DIAGONAL P.T. PLATE W/ 12d's 8" BTM. CHORD BRACING. SEE O.C. MAX STIFFBACK AS PER ( PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ w b 7)J MAY NOT BE 2 101 @ EACH TRUSS Of } REQUIRED TO BE INSTALLED @ Pl F eon- I— 10'_0' O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES .r SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CHORDd DEPICTED SEE PLAN BLOCK WALL W/ GABLE E N D COMMON NAILS AT EACH (EYPREE-ENG'D INTERSECTION TYP. B ORD HORD BRACING CH SCALE: 3/4"=1'-0" TRUSS 6SCALE: 3/4„_V_0„ r� THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4`D USED SO LONG AS THEY CONFORM TO THE o HOLE EDGE >5/8" FOLLOWING HOLE DIAMETER < 2/5`D SGL. STUD L METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS OUTER 1/3 OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS SPAN ONLY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND HALE EDGE >5/S" 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 I SUBJECT TO F1 AND F2 FORCES BTM HOLE DIAMETER Reviewed for Code PLATE < 3/5'D DBL. STUD Compliance Universal Engineering Sciences ALTERNATE MATERIALS � � STUD NOTCHING scALE:3r4"=1-0^ AND BORING LIMITS 8 SCALE: 1 112"=1'-0" 2194 HWti AJ:A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 w ww. a b d e s i g n gro u p. co n, AA #:0003325 c� \ \� g F \ \ \ ," k \ \ I \>� \ ,. kh & vi\\ aa� y IM i J' r�-RI3I'�'. ark Y.,$a"�i CREEKSIDE PHASE 2 LOT #112 PROJECT# 04321.201 f 112R1 MODEL: 4EBB "1828'-CALI" AGE SWING: LEFT PAGES a DETAILS 100 MPH EXP. C ARCHr ECT- u ;STATE OF FLORIDA FEB 2 2 2021 1A MEL C'. ANDERSON AR NO 17305 �-,.I JMLZM I DATE: 02/18/21 SCALE: 1/4"=1'-0 SHEET S 3 &v PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT PLATE TO BLK W/ 1/2" DIA. NCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN EMBED. AT 2" OC MAX SECURE GA LE TO 2x8 P.T. PLATE W/ 12 's 8"IO.C. MAX VAN J PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH - TRUSS TO BE INSTALLED @ 10'4" O.C.MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALL: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineenn, 91 Sciences 2194 HWY AIA. SUITE 30J INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www.abd esi gngrou p.con i AA #: 0003325 4j" \ g8 0 SUBDI & LOT: CREEIKSIDE PHASE 2 LOT #112 L #1 112R1 BB CALI" SWING:F'T AILS EXP. C�100f, ARCHITECT- r;4 STATE OF FLORIDA �r a FEB 2`2 2udr11 ICHAEL C. ANDER N AR NO 17305 m RI1vT 2118 DATE: 02 / / SCALE: 1 /4"= f — O SHEET —3 e 1 FJ I r 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) — TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30-4' (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS - (1) "X" BRACE @ CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAN FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION ER 1x2, 2x WOOD FASCIA TRUSS MFG_ SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS MASONRY BOND BEAM SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W1 HIP RETURN SCALE 3/4"=V-0" SIDE VIEW VTCR SPACING (1) AT EA( A Kin r' n^ r) PRE-ENGINEERED I I I I ry Tol 100 /�/IAIAIC(`TII'lAl SCALE: N.T.S. Reviewed for Cade Compliance Universal Engineering bu Sciences 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-902-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #112 PROJECT* 04321.201 112R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA FEB 222021 WfiAEL C. ANDERSON AR NO 17305 PRINT 02 18 21 DATE: SCALE: 1 /4"=1' - 0" SHEET S3.IC GAF. F-END A" i 3 Q V 0 V V V V 11a �k 'k HIP ROOF A ROOF WIND DESIGN PRESSURES I NET (GROSS) ASCE 7-16 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 R" MilliPH '"" FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING ROOF/ WALL/ FLOOR EXP 1 4 0/20 FOR C EMENTITIOUS TILE AND ME TAL ETAL ROOFING USE E MIN. 19/ G SH EATH I N 32 STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETA ROOF SHEATHING TO GABLE ENIDFRAME USE 1OdRING SHANK GUN FASTENER SCHEDULE NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170.000 RING ( 16-20 RINGS RSRS-03 Sd RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O_C. ON EDGE AND 6" 0 ' C IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4' O.C. TOP & BOTTOM EDGES CQJ U) J_ Q a ro Z L' � 0 Y W Z LL 2 Z U) U Z O 00 , YP. EXT. SHEATHING ATTAr..HMFNT 1-1111:II011C1 RAFTER OR TRUSS ROOF SHEATHING C0 _ Z 0 0 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C1 Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT, TABLE FOR FIELD SPACING #8 2"-DECK SCREWS @ 13%8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTUREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO At FXPn-Fn MFMRFR 3 Ut:Nt:KAL 14U 1 ES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRI JCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARC ITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED EXPOSED TO EARTH OR WEATHER . ARC ilTECTURAL DRAWINGS FOR SLEEVES,'DEPRESSIONS, AND OTHER DETAILS NOT SHOWN NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ON DRAWINGS. APPLICABLE B BUILDING COD E STANDARDS: FBGR 2020 7th EDITION ALL EXPOSED EDG ES GESOFCONCRETEAR T E TO C CHAMFERED E HAMPER 3/4", ACI FOR _ ' 1814 CODE REQUIREMENTS Q NTS STRUCTURALCONCRETE, TMS 40EMBE 16 SPECIFICATION FOR THE DESIGN PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ALL WO D FOR R BEAM BEA RING ARING WALLS, SOLE PLATES, , T`OP PLATES BRA BRACING, LEDGERS,BLOCKING CRIPPLERS SILLS ,ETC., SHALL BE SOUTHERN PINE NO. 2 ®FZ BETTER. Fb = 1100 PSI AND A MODULUS OF COLD FORM DST -FORMED STEEL STRUCTURAL MEMBERS 2D18, ASCE 7-16 AND RISC SPECIFICATIONS 201 IO DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK SHALL BE RATED TO RETENTION LEVELS. OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM SHALL EXCEPT BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR NAILS, WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST MORE. SPIKE, BOLTS USED W/DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT ALL DIMEN SIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE EDITION/'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. I CONTAINS MORE THAN W" OF HEARTWOOD, DRAWINGS, TOT FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL '.BE BROUGHT E ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020,'7th EDITION. SEE NAILING SCHEDULE ON PLANS. OFT E WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NONSTRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE. STRUCTURALDEPENDING `PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE TRUCTUREIS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE. TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY REQUIRED BUT ARE BY OTHERS. SYP #2 IS CC MPLE,TE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES INSURE SAFETY THE BUILDING AND ITS COMPONENTS UNTREATED WOOD SHALL NOT BE. IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED DURIG ERECTION, ON. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TEMPORARY BRACING,. GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE,65 AND BE PLACED IN ACCORDANCE WI T-H THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND. SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. .. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY.A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DON T SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO RK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED. FROM STEEL DESIGN LOADS: GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.. HORIZONTAL DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" psf 20 psf TOP CHORD -non-concurrent REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 10 psf BTMCHORD-non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. - #5 BAR - 30" #7BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 16 psf TOP CHORD 20 psf TOP CHORD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 10 psf BTM CHORD P 5 psf BTM CHORD THICKENED S LAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1 DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND �� DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. ROOF & FLOOR LAYOUT S PROVIDED ON THESE PLANS ARE TO BE USED AS A. GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING. WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS FOR FINAL LIVELOADS- UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED .RESPONSIBLE LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT. STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE. STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL NOTIFIED TO THE AND ELKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION LICENSED PROFESSIONAL ENGINEER, MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITHTHEOFTH DESIGNING INTENT. STRUCTURES AND SPECIFICATIONS. FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DO DOCUMENTS ONLY. ITS HALL BE THE RESPONSIBILITY S BILIG THE VERIFY THEM MASONRY STAND STANDARDS JOINT: COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTSASTO. QUANTITY, LENGTH, ELEVATIONS DIMENSIONS, ETC. - , ELEVATIONS, DIMENSIONS, M PROVIDED BY THE TRUSS ENGINEER. ' 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 OP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTA:..TOTHE ARCHITECT. MANUFACTURED. IN CONFORMANCE WITH ASTM C-90, GRADE f'm =:2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE LE SEPIAS OF STRUCTURAL - DRAWINGS (CON -TRACT ACT D ( R OCUMENTS) ARE PROHIBITED PLACING C CONCRETE FOR - R IN WALL COL UMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTI DNS. WITHOUT THE EXPRESSASTM 'WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT C-47 6,.AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCU v1ENT8.WILL GOVERN OVER THE. SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 318" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTI GS 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTMC-270.: HORIZONTAL AND MORTAR JOINTS R MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL SHALL THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL OR TERMITE PROTECTION. - TO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS LOCATIONS FAILING TO MEETTHE REINFORCING. GEO- ECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. MATERIAL, FABRICATION, AND ERECTION .OF STRUCTURAL STEEL SHALL COMPLY WITH THEW: CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE. STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES..STRUCTURAL TUBING SHALL BE ASTM 500'SI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE.EOR S, Fy = ,000 I�SI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. I�HALL 35ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRi :TOR SUBMIT PROPOSED MIX DESIGNS, WITH.HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307.BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER, OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER TURNED ELEMENT . BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE ETC. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 31B AND ASTM C94IC94M OR MEASURING,MIXING, TRANSPORTING, TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. WATER S ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON - THERE IS A DELAY IN SUCH THAT ABATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE ESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE. CONTRACTOR OF ANY NON CO PLIANCE WITH THE ABOVE - REQUIRED CONCRETE COVERAGE. OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO. EARTH (FOUNDATIONS). - B. I OR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. 1-1/2!'FOR #5 AND SMALLER 2' FOR #6 AND LARGER C. OR CONCRETE NOT EXPOSED TO WEATHER /4 FOR SLABS, WALLS AND JOISTS Reviewed for Code 1 112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENTTIES, STIRRUPS Compliance; ®Universal Engineering Sciences FASTENER SCHEDULE a..,.I WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS Ix2 PT FURRING TO MASONRY! CONC. CASE HARDENED COIL NAIL 1 112" LONG. 8.1 O/C GARAGE DOOR BUCK IA" CIA. TAPCON MASONRY 1 V2" EMBED., 4" END DIST., TO MASONRY/CONC, NO WASHER FASTENER all O/C 1112" EDGE DIST. SGD, AL. EXT DOORS Ix PT, SEE NOTE 6 CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 1Y2" DIA. W! NAIL 7 772" LONG. STAGGERED INTO MASONRY/GONG. TO MASONRY/CONC. WASHER EXPANSION BOLT 24" O/C 4" EMBED., 4" END DIST, 3" EDGE DIST. WINDOWBUCK 1x PT, SEE NOTE CASE HARDENED COIL 91,O/C WINDOW/DOORI FASTENED METALSTRAP TO CONTACT THIS ENGINEER FOR —SPACING NAIL 1.1/2"LONG. ' STAGGERED INTO MASONRY/GONG. MASONRY! CONC REQUIREMENTS' EXT. SWING DOOR BUCK 2. PT, SEE NOTE 6 (2) 3/16"DIA NO WASHER "TAPCON" FASTNER 18" O/C 1 1/2' EMBED, 8' END NON -BEARING WOOD 1/2"' EXPANSION 4" EMBED. 4" END DIST 1 1l2" EIDGE DIST WALL TO CONC. SLAB W/ WASHER BOLT 24' OIC DIST, T EDGE DIST 2x PT WINDOW BUCK PT TO STEEL COL. SEE 0.138" RAF x 2 1/8" 91, 0/C 4" END. DIST. 1 1/2 NOTE 6 W/ WASHER S rAGGERED EDGE DIST. 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 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED SPECSAND /OR NOA I 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN I 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED II ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. " WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND j { SUBDIV. 8e LOT- CREEKSIDE PHASE 2 LOT #112 ARCHITECT STATE OF FLORIDA f . 9 DEB 2-� 11u� 1 P- Rir*T 02 18 21 DATE: SCALE: 1/411-11-0 ' SI-KEET S I