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F iA mom.. ..... ...-J.�a' a.e.:a.,..v. dl <' �`+ k r ry dT.Y v A rt +t p. b;Fa.il,vw7 •�c'u.,s =�'°-,. TE:^.'T �}fy U �, N B n 11 52 -_ 3 —7092 F;fie>q 733-797 ' F � STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: -PWRMA BUIMING CODE, RE gID OM EDPPION (2017) PAIL AL PM STATE CODES DR HORTON HOMES *OCCUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER NE •CONSTRUCTION TYPE - VB PALM -DRIVE BAY, FL 32907 *MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult-460 MPH TEL:: (321) 733-7092 MPH FAX:. (321) 7307.972 •EXPosvxE casdr=124 F� e t •1-STORY RESIDENCE - $ -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL <� AND STATE CODES • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. �";17305 A.B. DESIGN -GROUP, LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.S CU. FT. ABBREVIATIONS REVISIONS ABV DATE DESCRIPTION ABOVE LAb'. LAVATORY AfC AIR CONDITIONING LUNI. LUMINOUS, 01126/I8 CD'S ISSUED ADS ADJUSTABLE M.C. MEDICINE CABINET — _-- -- ALT. ALTERNATE MFR. MANUFACTURER -.. OTA5/18 2011 FBC UPDATE AMP AMPERAGE MIN. MINIMUM -- --- - --- ------ BBD BOARD M T METAL THRESHOLD 01/16/18 CD'S RE -ISSUED CL CENTER LINE MTD MOUNTED CAB. CABINET MTL METAL 02/21AB SIDING ELEVATIONS ADDED CLG CEILING N.T.S. NOT TO SCALE 03/26/18 CD'S RE -ISSUED CLR CLEAR O.C. ON CENTER CONC. CONCRETE. PL PROPERTY LINE CPT CARPET P B PUSH BUTTON 04/19/18 FOOTING REVISION PERM. BOII,ES y --_ — C.T.CERAMIC TILE PIT PHONE 06RIA&. CD'S RE -ISSUED D. : DRYER ' PLT. PLATE -- DEL DOUBLE PLYWD. PLYWOOD 02ABAS ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) D.G.DUAL:GLA7ED : PR PAIR --- DIA DIAMETER P T PRESSURE TREATED 02/22/19 PLAN MAINTENANCE DIM DIMENSION R. RISER DISP. DISPOSAL RAD RADIUS 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DP.R. DEEP R.A.G.RETURN FRIGEAM GRrcti 04/Y4/19 ADDED ADDITIONAL RECEPTACLE IN GARA3E PER WILL 5ATS0N (MEL5) DR DOOR REF. REFRIGERATOR U.S.DOWNSPOUT RM. ROOM 04124AS REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MEL5.) DTL DETAIL, R O ROUGH OPENING . D.W. DISHWASHER S.C. SOLIDCOREEXTDR 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/SI.1A (ORL) EA EACH'. S.D. :SMOKE DETECTOR- -- — ELEV. ELEVATION - s H SINGLE HUNG 06/21/19 ADDED LED LIGHTS B KITCHEN E 5ATH PER MARK BOWES EQ. EQUAL SET. ' SHEET EXH EXHAUST SHTHG. SHEATHING 01/19/19 ADDED STONE OPTION ELEVATION C t D (TAMPA) ---- - EXT. EXTERIOR Sim. SIMILAR 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF E.G /FX. EIXF,D GLASS : SIM.. SIMILAR ,FAG. FUEL GAS ST.. SLIDING 10/25/19 ADDED OPT. 8'-O' CEILING HEIGHTS FIN. FINISH SL, GL SLIDING GLASS FLR. FLOOR STD. STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLUOR. FLUORESCENT 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. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER GAR DISP GARBAGE DISPOSAL T.O.C. TOP OF CURB 04/OWO OPT' 6-0'. CLG. Wit ELEVATION V- REVISED HEIGHT OF ARCHWAY G.F i GROUND FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL y - - --- -- -------- GYP BD GYPSUM BOARD. U.N.O. UNLESS NOTED H.B. HOSE BID OTHERWISE �� ---- -- ------- H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER.--- ---- --__------------ ---- -- HGT.ORHT HEIGHT W' WITH INSUL. INSULATION WD. WOOD-- -- --_...--- _-- ---- --- - y INT INTERIOR WDW. WINDOW-_--_-- W/H WATER HEATER ____- -_-------------- ----------.._ ---- -----. W.I. WROUGHT IRON INDEX OF —D—RAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl-COVER SHEET PG GN-GENERA-, NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml -HVAC PLAN PG Dl-DETAILS PG D2-DETAILS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG S1—FOUNDATION PLAN PG S1.1A-DETAILS Ric Ids PG S1.2-DOWEL PLAN P 8 PG S1.2A—DETAILS � PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS tzo61 -n ls© PG S3.1C-DETAILS PG SNI-DETAILS fWvlewedtor Co& con, """'"`°' PG PAL —PRODUCT APPROVALS ' PILIE COPY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH 321-802-3591' www.abdesigngroup.com AA #: 0003325 F r� vJ V may.. ti 0. 4 F A SLT3B79IV. & 1, LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA v y- AUG 0 6 2020 AICHAEL C. ANDEI AR NO T7305 r"i'" L DATE: 08 04 20 I SCALE: 1/4"=1'-0" 1 SHEET CI GENERAL NOTES WITH THE FLORIDA BUILDING !CODE RESIDENTIAL FBCR 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE( ) 51TE WUHK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS 1IF REQUIRED BY BUILDING DEPARTMENT'. 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDEf FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL, EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING (PROTECTIONS SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW TfiE FOOTING IS GREATER THAN'/a THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. OF THE ARCHITECT IN 5. ALL BACKFILL AT STRUCTURES, SLABS., STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYER FOR THE RESULTS OF ANY ERRORS DISCREPANCIES OR OMISSIONS IN THE THE CONTRACTOR WILL BE HELD RESPONSIBLEAND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O" BEYOND NEW"FOflTINGLINE: CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. E WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINE THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES R. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTI'CTION, INCLUDING ALL APPLICABLE STATE, CITYAND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, COUNTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS' MUST BE MODIFIED TO PLACE THE FINISHED FLOOR ELEVATION MIN 1'-0" ABOVE THE BFE PER FLORIDA BUILDING CODE. GARAGES AND CARPORTS 11. SWIMMING POOL; DECK; SPA; AND ASSOCIATED WORK IS TOBE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OROTHER APPROVED METHODS OF TERMITE PROTECTION 2. M USED FOR SLEEPING AS PER SECTION R302.5.1: OPENINGS FROMA PRIVATE GARAGE DIRECTLY INTO A R00 U5 0 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WI H APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE � SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN SOLI BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT - "THE INCHES THICK, MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.( WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BEI PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: . I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: n I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES(TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: L ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. S 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. t' j: 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, F 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/i' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. Qi 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT; PLASTER SHALL NOT BE LESS THAN THREE COATS, 8"THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ir THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM•C926 & ASTM-C1063-12a: 11 3. LATM & ACCESORIES PER ASTM•C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS T" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS ; WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: E 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1l2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1 EXTERIOR CEILING TO BE 1I2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) , CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S! CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Ric a S " 2178 V Reviewed for Code Compliance j Universal Engineering sciences 2194 HWY A1A, SUITE 301' INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F 4 Q4 2 E (1 4 w a D o � r. r A 9 ti ,f SiJHDIV" 8e LOT. 4 71 CREEKSIDE PHASE II 0 LOT #44 M PROJECT# �u 04321.200 044R1' ODET - 4EBB "1828-CALI" M'(16AGE SWING RIGHT k PAGE: I GENERAL r rI I" NOTES h �I E� a M. H EXP. C ;; ARCHffECT•, STATE OF FLORIDA r OCT 2 7 2Q20 AICHAEL C. ANDERSOI AR NO 17305 (PRINT 2004 DATE: OS / / SC :1/4"=1'-0" SHEET G �1 III I ------------- LANAI 8'-V CLG. 39'-8" 28'-8" 0-011 V . 91_61 15'-1011 3'-4" AI (2) 30 2-SH ❑z C2EGRESS H 0 GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORY' SUBJECT TO DAMAGE FROM WEATHERING' FROST LINE TERMITE DEPTHb WINTER DESIGN TEMP' ICE BARRIER UNDERTLAYMENT R=QUIREDh FLOOD HAZARDS AIR FREEZING INDEX MEAN UAL TEMP. SPEED (MPH) TOPOGRAPHIC EFFECTS" NA 160 G NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.W THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302JOb p 10:1 ® 6068 Sjs.D. @ - 0 -- ---- BEDROOM #1 _ ', V_V CLG g K �`411 nn I DMG ROOM B 2X8 _ w � A i B-B CLCi. AI � �I ' 2 �€ qua � F$ a1" `V:�.. _ :: � \ ��. i F11� Y. tl .� •¢ti°.. 1 i 4 -4' 6'-6" n I'-1@ •� 4'-8 8 0 3i, x, r, a. €4.. — — C• Rr 0 �"4T mar IROCA S � V. IR-ISH - I I ice-) a ® m iA3r m, x 3 s elxe ? qp ".., t. s and � -------------- � r---"_i1 1 � i'@tR'i�. .. ... a`�BC�+d. Y'h.Rc1..•ass. V. I e BATH #1r i1 W.I.C. B-a cLG 4 COMPONENT AND LAiOW13 e' SUAEZONES - - - - coI 8'-8' CLG ry,4� 1 . 0 --- -1 - --- --F. I 0 C1V IOPTii 36'x60' 1F II L.---- -- j3 -0 11 21_gl b24 ab36 1R-1Sµ 3- SHWR PAN W/ ENCL KrFM ���y I ��-n nil [� 1 i.e -I AI B'-B' CLG. =p� LAVI\LRY I II I I 2'`41' 1 PAN. AI m '-8' CLG. �r 91 11 1 �%8 3-SH — — — V ARCh � - ° --- I BEDR OM A / c C 1 ; I I loc v-m - NN v ry,o 3 61 I I 3 4'11 41-011, II' -sal' 21.811 v, - II'-8" IK[j 1 1 11 LU 0 iia z aRA� B®ROOM #381-81 s I I 3: 3 -411 61_811 0 WH. �% r 221 x5_ 4' 1 I ATTIC I L ACCESS U g LAY. Il= 0 B fL1 > v Al I I m BOLLARD _ BATH # 2 ?• 1 114 = ROOM 8'-8' CLG. ro AS FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE: HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.9 CU. FT. sotwEzm %o WH %W m RED$ Al'D T1PE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING `MIN. 21 5 32/-42 DR.CRITERIA �5,. SJ3.D. MIN. 12 30/-31 CRITERIA T 8010 O.H.D. 56 5 32.5/-38:0 ,6010 O.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 31.6/-38b -68.29/ IF ROOF TILE N/A 3 -58.29 APPLICABLE BASIC WIND SPEED MPH 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" II �_ PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. 1' (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 20 N DB TOP L.P PLATE e l a BAR DETAIL ARCH DTL. B SCALE: 1/2 = 1'-O" Reviewed for Code Cmphance IDUniversal Engl mWM Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 Gml 'I N y U 0 0. 24 ul rsl Q F A ti SLTBDIV. 8e LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB 1 "1828-CA ,I" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 DATE: 08/04/20 SCALE: 1 /4"=10 01f H SEET poll EQUAL v E TO CONTROL JOIN TO CON SHINGLE ROOF DECORATIVE FOAM DRAIN TILES ib" RAISED 9 BAND (TYP.) I 15 8'-8" BRCS. HGT. A WAt I'-011 16'X60' FYPoN DECORATIVE SHUTTERS OR 45 EQUIVALENT A TYR `L 4" RAISED I r SAND (TYP.) 0'-0" FIN. FLR.r I I ---- EQUAL v EQUAL TO CONTROL JOINT TO CONTROL= JOINT HGT. .r----- - -- - y ry t r 12 6 I•l FRONT ELEVATION SCALE: 114 = P-O' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR R-103A w 4' FREIZE BAND 8'-8" :BRCS. HCsT. S'-8'',BRCz: NC3T. OPT. COACH 0 L ICsHT A 9 TYP. I Ir _I A r 0'-0" FIN. FLR. 0'-0" FIN. rL.R.Al ------------------- IR EAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 V-8" BRS. HGT.�_ - ------ -- - --- - -y- ---------------------------- V-8" BRG. HGT 1'-01, 11-V F-1 0'-0" FIN. FLR. m'-@' FIN: FLR- RIGHT ELEVATION SCALE: 1/4 = II-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT r3'-r3" BRCS. HCsT. 1170 0'-0" FIN. FL ----_ El ■ I v - --i'- - -------- - --------- ------ ------ - 00 LEFT !- ,l l� `` jA T I O N SCALE: 114 - I'_0' F TEXTURED FINISH -W ERG- HGT. 4a4E `kA _ m'-m" FIN. FL'R. ) MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450' SQ. FT. N'ETFREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 2450/300 - 8,17 SQ. FT. 8,17 = 1176 SQ. IN.. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC 470.4 SQ. ft (BALANCETO BE PROVIDED IN SOF FIT V ENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN, FERVENT(net free area) TOTAL# OF VENTS REQUIRED - 3.41 TOTAL # OF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20' piReviewed for Corte Unwe , Palo ring scmwlon 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U 0 G W 4 F A F x SUBDIV. & LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWINQ: RIGHT PAGE: ELEVATION "C" 160 MPH EXP. C AUG 0 6 2020 Im ICHAEL C. ANDERSON AR NO 17305 F PRINT DATE• 08 04 20 SCALE: 1 /4"=1' — 0" SHEET 2 C i ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1R OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPED WKeRND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION FI EXT WATERPROOF FAULTGROUND FI G OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OF'ER. $74 SWITCH 4-WAY OlMR. Lfi WALL MOUNTED I� LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. PAN I CFM PER 80. FT. VENT. FAN W/LIGHT I CFM PER ea. FT. VANITY LIGHT FIXTURE (SPECS TBD BY BUILDER) ® 4'X2' FLuoRE LIGHT 2-5111-5 WRAP AROUND AROUN (RECESSED) ® 4'X2' FLUORESCENT LIGHT 2-51.11.15 WRAP AROUND (SURFACE MNT.) T FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL own METER OSMOKE S.D. DETECTOR BAIT. BACK-UP W! HARDWIRE WALL MOUNTED BAIT_ BACK-UP S.D. SMOKE DETECTOR iW1 HARDWIRE GATT. BACK-UP W/ $/CO ® CARBON MONOXIDE MB DETECTOR COA COM HARDWIRE NTB ECTEa 54ALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS fV OUTLET TELEPHONE JACK WIW WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING To F=' ffi A/ DISCONNECT �UNO. SEE THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRtD JO J_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TED IN IN TO BE SUPPORTED CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION hAn•Q 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT 8TRIP nnnnnnnn 0 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUBH-BUTTON FOR CHIMES 6--�—► use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) A NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. 0 GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY or 50 OEM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (2011). ' LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011) • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C.ENERGY CONSERVATION (RESIDENTIAL Y EFFICIENCY) 20I1. bth EDITION R404.1 CE IL ING MTD. LIGHT TO BE INSTALLED, PROVIDE J-E5OX FOR OPT. FAN --------------------- -- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' W P Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -Ph MAIN: 150 Amp M.C.6 FEEDER- 3-#1 CuTHWN & 1-#6 Cu (G) in 1 1/2"C. OR 3-#210ALTHWN & I-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit: Circuit Watts :Description Bkr Pole Wire #12 1 20 :.Ex to no r Rece ptac le OF for TUG 1200. 1. 2 Space: #1'2 2 20 : Irrigation Pump 1000. 3 4 Space 5 6 5304 A/C C.U.-1 35 2 #8. Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- #2/0 AL THWN & I - #6 Cu (G) in 1 1 /2" C, Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small. Appliance 1500 1i 2 8000 Range: 50 2 #6 #12 1 20 Microwave /Hood GFI 1800 3. 4 #12 1 20 Small Appliance 1500 5: 6 4500 Water Heater 25 2 #10 912 1 20 Refrigerators 1500 7 8 #12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1. #12 #12 1 1 20 Bath #2 GFI Receptacles 1200 11 12 1600 Dishwasher GF1 20 1 #12. #14 1 15 Foyer /Hall Bed. #2 & #31 Bath #2 Lights AM 900 13 14 5000 Dryer GFI 30 2 #:10 #14 1 15 Living Room; Lana 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 Door Opener:GFI 20 1 #12. #12 1 20 laundry / Bede#4 t Den. AFCI 1200 21 22 1200 Garage Lights and. Receptacles GFI 20 1 #12 Space 23 24 900' Owners Suite AFCI 15 1 #14 Space 25' 26 900 Owners: Bathroom AFCI 15 1. #14 Space Space 27 2S 30 900 1000 Exterior Lights and Recept GFI Irrigation controls only - 15 20 1 1 #14 #12. 29 Space 31 32 Space. Space 33 34 Space. Space 35 36 Space. :Space 37 38 Space. #8 2 35 AICAHU-1 (Heater 5 KVA at 65% 5525 39 40 Space 41 42 Space Load subject to demand factor calculations I line 16000 27600 Load subject "to demand factor calculations I line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT: INTERRUPTER NO: NON COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000watts at 100% 10000. Remaining watts at 40% 13440 Total A/C load 10829. LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269' Total Amps (watts / 240 volts) 142.8 I � I I I I II I ° II LED LIGHTING LED LIGHTING DOUBLE LAV. @ SINGLE LAV. OWNER'S 5ATI-I a F3AT14 02 Ism AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS O= THE FBCR &U-I EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER 5�_Xy1 PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-IR" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 342/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE ODISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MIS TELEPHONE SERVICE ENTRANCE EQUIPMENT DO AMP V240 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING ��lawedf tor TERMINAL AT LOWIM VOLTAGE CONNECTIONS V1 loee 1 *4 CU SERVIC-E GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011; 5/8" DIA X 8 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 F W U W O F 0. U W 4 F A ti SUBDIV. 8a LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA AUG 13 6 2020 1EL C. ANDEI AR NO T7305 PRINT DATE: 08 04 20 SCALE: 1/4"=1' — 0" SHEET El yYKSd-ry I R L L ---- i I SWM PAN 0 i i I Wt �NCL 00 0 � ii 25'-5° I I I I1'-i" N I II II fl II - — II - - - - - G. 4 II L-----� II j II II I I PLUMBING PLAN SCALE: 1/4 = 1'-V 3'-2'I 11 TL T M lLE KITGHi=N SINK W/ AUTO VENT �1-I/2' VTR (ALTi=RNATE RIGHT) PLUMBING RIS ER DIAGRAM A.A.V. 2' Reviewed for Cale compiwice Universal EngmesMg Sciences SUBDIV. 8e LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA AUG 0 6 2020 j �ICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 08 04 20 SCALE: 1/4"=1'-0" SHEET pI ll k LIVING ROOM 12 lIDX6 120 CFM DINING ROOM 1�0X6 10X6� ID CFM 120 CFI'1 I I I` 1ID-M 120 CFI, KITCHEN _ _O OO I 12X16 I 45A ITEt-I� BDRM..#3 LOUVER I I PLANTATION I I IOXro 180-04 2-8-11 MAX AIR I I l5 C 584.15 CFM 1 II 5' II 12XB � 7 hill15 CFM loxro II �� TPASS HRU J1IDx6 — l5 CFMFOYER BDRM.#2 �o❑o� I �' 1 W.I.C. Sx 1 �6' 45 CFM 8X4 p _ I II I II L -11 HVAC PLAN SCALE: 1/4 = V-0' rt F `511 X8 F-----1 I I L-----J GARAGE �lox6 175 CFM 75 cxr-(Om 110X6 5 CFM BDRM. #4/ DEN 0 R—VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 EQUIPMENT 3.0 SCHEDULE: TONS MFG CARRIER G.U. 25H5G53�oA•030• A.H.U. FX4DN(5,F)031L HEAT 5 KW SEER 15.5 SEER TOTAL CAP 34800 ELECTRIC 208/230/1PH 5RKR C.U. 35 A.H.0 35 REF LINES 3/4" 4 3/S" Reviewed for Code Compliance umWval Wngin"" F W w� U w F 4 r7 W 4 F A SUBDIV. 8e LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: HVAC PLAN 160 MPH EXP. C DATE 08/04/20 SCALE: 1/4"=1' — 0" SHEET L m LLJ PER FLR PLAN 1/2' CLG. 1 1/2' DRYWALL SECURE Bt. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX I0'-0.-- FIN. FLR nI l T/ M MI ATG JSS 2X4 WOOD STUDS ®24' O.G. SLAB NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON- B RG. SCALE: 3/4' _ BOND BEAM SOLID GROUT W/ (1)- *5 (2) COURSE 2A)PIPE THROUGH BOND BEAM D1% SCALE: 3/4"=1'-0" aril■ V_W.7 ;.�VI GAS LINE O NOT CUT U11 ;' PVC SLEEVE FOR GAS LINE 4E BOND a' CMU EAM FIBERGLASS SHINGLES OVER 030 FELT PAPER FIBERGLASS SHINGLES OR SYNTHETIC OVER 030 FELT PAPER PRODUCT, INSTALLED OR SYNTHETIC PER SECTION R905.1.1 PRODUCT, INSTALLED ON J' O.S.B. SHEATHING .1 PER SECTION SHEATHING ON OSB. SHEATHING OR i' CDX PLYWOOD I�' 5/8, GYPSUM BOARD SECURED PER OR }' CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD REFERENCE P€R ELEVATION___ STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE 0"OLPER ELEVATION . 2x FASCIA PER TYP. ' 2x FASCIA PER ELEVATIONS o ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE s STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' CMU ASTER 1/2' THICK, 2 COAT PORTLAND `{ DIRECTLY TO MASONRYIED CEMENT PLASTER APPLIED - 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR '. V-0' FIN. FLR - 14 a. 4 G a W/ WINDOW OPENING TYP. WALL SECTION rs U NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 4 1-STORY HIP BLOCK WALL (2) LATER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=I'-O' 15 REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 a. • .a: 26 GAS LINE THRU BLOCK D1 SCALE: IA'-Fo, FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON 1' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—L--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ill' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL ---- APPROVAL REa VERTICAL TRACK BY MALE. FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REQ. e' CMU SEE STRUCTURAL FOR REINFORCM1ENT 2x6 P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0' ,,--2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS 1'-m" T1'P PRE-ENG WD. TRUSS o.N. \ VN, CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS 1 7 INSULATION R-VALUES PER ELEVATION PM V-0" FIN. FLR. -. e 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 'REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS A 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �6' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER 1 _0, FASTENER SCHEDULE TYP. MTL. DRIP EDGE 0J7 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED >: DIRECTLY TO MASONRY CMU V-0' FIN. FLR a, CMU a °A.. 4 - a dd A v T WIND W/ OW OPENING B TYP. WALL SECTION NO OPENING i511-STORY GABLE BLOCK WALL 3/4' = I' -0' Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -ill. All exterior fenestration products shall be sealed at the juncture with the Reviewed for Code ce building Wall with a sealant complying with AAMA 800 or A5TM C920 Class 25 Grade N5 UMversalE sneering or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or� other Sciences approved standard as appropriate for the type Of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface OF the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U w 0 F 0. v h W 4 F A SUBDIV. 8a LOT: CREEKSIDE PHASE II LOT #44 PROJECT* 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHffECT-. STATE OF FLORIDA AUG 0 6 2020 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 08 04 20 SCALE: 1/4"=1'-0" SHEET 1) 1 j TOP: 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (U 1/2' X S' J-BOLT W/ W 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 W/ 2' X 2' X 1/8' WASHER 4 NUT — 'SECURE 2x4 ONE 9 FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN S' OF THE BIM, (3) EVENLY SPACED. ❑O O O 0 ❑O °I 191f NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D SCALE. 1/1'-V-0' 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4') 8' CMU WITHIN 8' OF EACH END 4 Yt' DRYWALL 15' O.G. MAX SPACING. NOTE: STRUCTURAL 2X I'X4" OR 1'X2' P.T. NAILER 2X6am MUST BE ON OUTSIDE 4 Ix4 P.T. OR 5/4'X4' MIN. SECURE TO BLOCK W/2-'db' SECURED THROUGH NON-STRUCTURAL' ❑ SECURE THRU FRAME 4 TAPCONS TAPCON MIN. I-Y4 1-' INTO BLOCK EXTENDY4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. 3� W/ /16' TAPCONS MIN. HEAD SIZE 300 8' CMU ❑ (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Yd) a' DRYWALL rP MIN. HEAD SIZE 300 WITHIN 8' OF EACH END 4 MIN. EMBEDMENT I-Y4' 18' O.C. MAX SPACING. 1'X4' OR 1"X2' P.T. NAILER WITHIN 8' OF EACH END 4 2X8:® ❑ IV O.G. MAX SPACING SECURE TO BLOCK W/2-%,' O S B. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE J45 DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'I DOOR JAMB OR WINDOW ATTACH TO 2X PER WI WI THIN 8' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. O.C. MAX SPACING. 15'NOTE: MANUFACTURES DETAILS. SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15//16" A WINDOW TO BLOCK +3/4 OR +5/4 (. WINDOW TO BLOCK +1-15/16" SCALE: N.T.S. �"JSCALE: N.T.S. 2X4: ® SECURE TO BLOCK W/ 2X4:® TAPCONS OR y SECURETAPCOSECURE 7o BLOCK W/ MI6' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 14 MIN. EMBEDMENT 1 Y MIN. HEAD 51ZE.300 WITHIN 8' OF EACH END 4 E MIN. EMBEDMENT 1 Y4') 18' O.G. MAX SPACING. WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® 2X6cm SECURED THROUGH SECURE t0 BLOCK W/2-%' TAPGONS(MIN. SANK SIZE SECURE TO BLOCK W/2-Wg, NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4' .145 MIN. HEAD SIZd1bO (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8' CMU WITHIN 8" OF EACH END 4 8 GMU 18' O.G. MAX SPACING. DRYWALL 18' O.G. MAX SPACING. DRYWALL 2X8: cm I/jl'X4'OR 1'X2' P.T. NAILER 2X8 i'X4' OR 1'X2' P.T. NAILER SECURE t0 BLOCK W/2-%' OOR CASING SECURE TO BLOCK W/2-36' DOOR CASING TAPCONS TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" %n1 WINDOW TO BLOCK +1-1/2" %I� WINDOW TO BLOCK +2 1/4" SCALE: N.TS. )' SCALE: N.TS. 2X4cm SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END < NOTE: STRUCTURAL 2X 18 O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2XrocEm SECURED THROUGH SECURE t0 BLOCK W/2-'TAPCON 3�6' NON-STRUCTURAL MI T MIN. 1-Y4' (MIN. N. SHANK SIZE .145 HA EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') YS' DRYWALL 7jr WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. I-X4' OR I'X2' P.T. NAILER 2X8cm ❑ SECURE t0 BLOCK W/2-W&I TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEED= TO FUM JAM = NOT Fxc>r'Eo V) DOOR JAMB TO BLOCK +T E WINDOW TO BLOCK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ �(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STRUCTURAL 3(6' TAPGONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') 8' CMU WITHIN 8' OF EACH END 4 J4' DRYWALL 18' O.G. MAX SPACING. 2X8:® 1'X4' OR I'X2" P.T. NAILER ❑ SECURE TO BLOCK W/2-%&' ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE [STRUCTURALMEMBER .145 /(2)12d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 (V TO 8' O.G. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IVO.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T F WINDOW TO BLOCK +T SCALE: N.TS. 2X4cm SECURE TO BLOCK W/Y4' TAPGONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:® �+ NON-STRUCTURAL MI6" SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN_ SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 g' CMU MIN. EMBEDMENT 1 Y4') J�' DRYWALL WITHIN V OF EACH END t 18' O.G. MAX SPACING. 0 'X4' OR i'X2" P.T. NAILER ❑2X&cmm SECURE TO BLOCK W/1-1/4' OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEED= TO FUM JAM MO NOT Exc ED 41) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )14'J WITHIN 8 OF EACH END < NOTE: STRUCTURAL 2X IS O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbmm SECURED THROUGH SECURE TO BLOCK WA-1/4r NON-STRUCTURALgi{6" TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4' DRYWALL 18' O.G. MAX SPACING. ❑ 1'X4' OR i'X2' P_t. NAILER 2X8 SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS_ NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" rwl� WINDOW TO BLOCK +3 3/4" USGALE: N.7S. Reviewed for Colo Compliance Universal Engineering Sciences 2194 H WY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y W U W ti 0. ti U 17 w 4 F A 64 ti SLTBDIV. 8e LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EKP, C ARCHrrECT- STATE OF FLORIDA AUG 0 6 Z920 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08/04/20 SCALE: 1 /4"=1' — 0" SHEET IF)2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ® 5' O.C. 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 ® T' OG. MAX VEERTICALLY 7 THICK, 3 GOAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED a,' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR,/16' ZIP SHEATHING SYSTEM (INSTALLED PER 1 'e'Toi LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' TO S' 6' To S• THROUGH CONTROL MIN. JOINTS BUT SHALL MIN_ BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE STRUCTURAL STUB 1. FASTENERS FOR LATH TO BE NAILS OR ` STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 02415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITI \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A OI. FOLD INWARD • Pr. A s. GREASE + PT. B 3. CREASE • PT. C SHINGLE ROOFING—� DRIP EDGE, OVERLAP 3_ EMEND In' BELOW SHEATHING, MECHANICALLY FASTEN 4' OL. MAX OI. FOLD INWARD • FT. A 2. CMASE • PT. B FOI •A OI. FOLD INWARD • PT. A 2. CREASE • Pi. B 3. CREASE a PT. C 4. FOLD Pr. C OVER PT. B TILL F?. C TOUCHES BOTTOM FLANGE FLMIGE L WATER TIGHT SEAL. FOLD, l hgm CUT. J' TEIC#<, 3 COAT CEMENT PLASTER (FRAME), In' a COAT CEMENT PLASTER (CM) WRB LAYER 02, FORTIFIBER BUILDING PAPER(FRAME ONLY) Will LAYER 01, STUCCO WRAP(FRAmE ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB Ate. I V ABOVE SHINGLES (FRAME ONLY) FRAME OR CMEXTERIOR FASCIA WRAP SxS WALL FLASHING KICK -OUT FLASHING (SEE DETAIL) O NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I I" MiN. LAP c METAL LATH MIN PAPER LAP BELOW ONLY / NNII WRB LAYER 02, FORTIF15ER BUILDING PAPER 2 APER LAP SCALE: 1 1/2' - I'-O' 4 KICK®UT DETAIL WATER T04T SEAL (BEND OR SOLDER, r Y UOi�.YGIlJ11V� �J V LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP I' MIN LATH LAF, 4" OVER ALL -AP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063 ,B.I. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED LUA40LLSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING — OR,/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES STUCCO THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDIWs PAPER WPM LAYER 01, STUCCO WRAP WOOD SHEATHING OR,/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6' MIN. LAP IS' LAP LATH 3" LAP ® PAPER HORIZONTAL LATH & PAPER DETAIL 91 L„ 5 N-T-S- 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LATER "1, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB d TAPE OVER ROOF/WALL SCREED 5'X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE � FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PIPE 1�IC. 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE GUT AND OVERLAP ONE SIDE OF -STEP 02 FLALQSHIN HERING MEMBRANE WRB LAYER 01, —STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. ONTO PIM 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO SXTEND ONTO PIPE CONT. BEAt) OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION MARRIER OVER SHEATHING ELASTOMERIG COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703,7 Eiderlor lesll�errd� Exterior use of portland cement plaster shall comply with theapplication requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12X NETRATION ID TA E)RAINAG;E PLANE (L R5 L)4YEfR #1, STUCCO WJ RAF) l fRE3 LA4YEfR*2 (FO1zTF18E1z �3UILDINC� P�PER� 1�IETAL LAT14 (fiRA1`*IE) � .......... X X X X UJOOp 5�4EAT4NG OR Will ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 5ELF-ADHE51VE FLASHING - - - - - - NOTE: 1 ITAL LAT�4: LAT�4 TO PE PEFP, SECTION R703.T.1 / r4ST1"I C-84i-0g, 1"11N. 2.5 L85. PER S0. Y)41R1.) (UTILITY OP N01„1INAL LATH 1DOES NOT 1"IEET SPECII-ICATIONS) ® Reviewed for Code ComPliance Universal Engineering Staences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E W r r 4 F 0. V W 4 [E, ;% A IN� s SLTBDIV. 8e LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHFFECT-. STATE OF FLORIDA AUG 0 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 08 04 20 DATE: / / SCALE: 1/4"—f-0" SHEET Y V AI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP X: R VENT INSTALL Co' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 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 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, )'a' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathingand plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing I shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUGGO WRAP) WRB LAYER *2 (FORTI1=I5ER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO ' -... ^.:.:i •.:' `: • �: . WOOD SHEATHING OR 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / AST(-1 C-04-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO 6B DRYER BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' VENT STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP d SIDES / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES (VENT PENETRATION ri SCALE: N.T.S. ,i1eC,v ICJ IS>=C�>=I vt STUCCO SCRATCH COAT 8 1 COAT OF PAINT W/BACIG- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD :IFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM i11 _ nt n_ti rrn 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY E-Z BEAI OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WIRE, LAYER $2, FORTIFOER BUILDING PAPER METAL LATH WOOD +. ` 1/5 ' TXTURED CONSTRUCTION .:i.,�FINISH + WOOD FASTEN TO WOOD STRUCTURAL MEMBER a l' O.C. MAX 8' GMU ; } �Yo' t0 )j' MID -WALL / WEEP SCREED W 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 WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *1 STET '*I - n STF #2 WRB LAYER *I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE "D' FELTEl MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP :... . 5T E F #3 STEP #5 OELECTRICAL WRB LAYER *2, FORTIFIBER BUILDING PAPER 5T EE f' # ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T Fz f #�2 RECEPTACLERai ewed,or cods "PE UryverW+W- �" SG 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F U w 0 0. a D3 4 F A 64 ti SvsDIV LOT: CREEKSIDE PHASE II LOT #44 PROJECT* 04321.200 044R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA AUG 0 6 2020 MICHAEL C. ANDERSON Iiiiii AR NO 17305 PRINT 2004 DATE- 08 / / SCALE: 1/4" =1' — 0" SHEET 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F �C U W O E; U rn 0 F A C: ti sUBDIV. 8a LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHrrECT-. STATE OF FLORIDA AUG 0 6 2020 EEL C. ANDEI AR NO 17305 08/04/20 SCALE. 1/4"=1'-0"' SHEET METAL FASCIA WRAP 2X6 5U5 HAND 2x(o SUB -BAND W/1 "x4" NOTCH a END, WRAPPED PEEL 4 STIGK DRIP EDGE -1/5" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU IN 11 1 11 I � I 1 1 1 METAL FASCIA WRAP Y8' FROM STUCCO, 1" FROM WOOD WALL P EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m GMU METAL LATH � WOOD SHEATHING r OR CMU 1 WRB LAYER *I, STUCCO WRAP (FRAME ONLY) x1 WRES LAYER 02, FORTIFIESER EbUILDING PAPER (FRAME ONLY) REMOVED =POND) )FF WALL �O) FINISH ruRED W/1 "x4" NOTCH s IN PEEL 4 STICK 1JRAP I' OFF 3 BAND 2 " 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 GUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/126 NAILS KJ"-8" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUI_ BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR R V1eved{or Code CLARITY Compliance Universal a Osnnp 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w 0 F a U W 4 A SXMDIV. 8e LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS: SUB -BAND ARCHFf ECT' STATE OF FLOM AlaG 0 6 2520 EL C. ANDEI AR NO T7305 1�MUN•r DATE: OS/ 04 20 SCALE: 1/4"=1'-0" SHEET WAO ao L FOUNDAT� I " PLANT SCALE: 1/4 = 1'-0 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE: 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATED #5 BAR, DINDICATES #6 BAR;■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION c SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY., MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. TE-1 SEE PLAN 10" (2) #5's +0.-01, FM-12xl2 12" CONTINUOUS 12" (2) #5'sFM-12xl8 12" CONTINUOUS 18"(2) &SHORTLONG #5's (+)0'-0" FM-16xl8 16" CONTINUOUS 181,(2) #5's + 0"-0" FMC-12x18 12" CONTINUOUS 1B"(2) #5's #5 1N CURB' VARIES F-24x24 24" 24" 12" s I - (-)0"-4" SECURE StRAID TO A/C SIMPSON WS CONIC- W/ UNIT ROLL STRAP OR E QUAL TAP -CONS AP -CONS EACH CORNER OF UNIT CONC. SEiCURE STRAP TO SLAB UNITS W/ (2) MSxI 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for code Cunpwice ED Universal Enowieninp sclermes 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 3$937 PH: 321-8021-3591 www.abdesigngroup.com AA #: 0003325 F rq U W Iq 0 F rai r7 O F A rr svBDIV. 8e LOT: CREEKSIDE PHASE LI LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C PRINT DATE: 08 04 20 SCALE: 1/4"=1' — O" SHEET s l STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS c C u � � O(if cl) Z 8" CMU WALL LlTOP OF SLAB q� A 2 ' a ° SEE SLAB SCHEDULE EXT. PORCH SLAB p 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION L. •.° 6" CHAMFER (2-STORY) JOINT (WHERE 4 APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE is AND BAR QUANTITY CN BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE`. 3/4"=V-0" BOLLARD LAP NP PLATE A MIN. OF 48" AND NN W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP FLAT >IPE 3ASE GE TO " X 2 1/4" SCALE..ii4'=I'-U VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY pe RE B .'PLATE TO LA 11 d MASONRY NAIL TAGGERED. ZONAL METAL VQNECTORS NOT UIRED WHEN NO JPLIFT IS PRESENT. SEE SLAB SCHEDULE f SEE SCHEDULE FOR WXD, BAR SIZE 5; — D BAR QUANTITY �F - INT IOR FOUNDATION OD WALL SCALE: 3/4"=l'-0" (NO LIFT) STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m W U_ a Lu O -- 8" CMU WALL o o') Z (o + 0'-0" TOP OF SLAB e VARIES ° Ilff a SEE SLAB SCHEDULE TOP OF GARAGE' ° EXT. PORCH SLAB 4' CHAMFER (1-STORY) W/ 1/2" ISOLATION ' 6" CHAMFER (2-STORY) JOINT (WHERE i SEE SCHEDULE APPLICABLE) Z Q' FOR WxD', BAR SIZE AND BAR OUANTITY r MONO -FOOTING 2)EXTERIOR GARAGE SCALE, 3/4"=V-0" W J ( j NEW REINF. BAR O a SECURED W/2-PART d Q I EPDXY. MIN. EMBED J Q 8" UNO Q p FOLLOW ALL MANF. SPECIFICATIONS FOR Q USE AND _00 PREPARATION OF v HOLE. Z W J = < p° -\-' r4 p Q�0 4" CHAMFER (1-STORY) 5" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"-l'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS r ffil 8" CMU Z SEE SLAB SCHEDULE "ISOLATED COLUMN PAD CENTERED UNDER WALL AND 00 POURED MONOLITHICALLY WITH FOUNDATION AND SLAB d . 4 SEE SC H ULE FOR WBAXD, SIZE AND BAR QUAN \TYMBINED EXTERONO- OOTING AND CO 30" MIN. EACH WAY MONOLITHIC FOOTING v7 •P Y OVV .. V ps" p y �> FM v . CORNER BARS, SAME SIZE AS LARGER BAR vpl. IN FOUNDATION WITH 30" LEG EACH $ ° WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS p.vl. MATCH AMOUNT OF CONTINUOUS BARS ILL I p...I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=1'-0 TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NA L 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING_ PROVIDE BLO NG W ILL W/ SYP N0 2 STUDS SEE P S FOR E R PLATE TO SLAB W/ SPACING. SINGLE BT PLATE 1/ "x DGE ANCHOR W/ 2" TO BE T. PROVIDE DBL. OP R SET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANb,HORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d � Lu x 3'' R SEE SLAB SCHEDULE Q +- 0 -0, TOP OF SLAB A . e < e. A . • A ° .A EQ EQ. EQ. SEE SCH ULE FOR WXD. BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=1'-0" (W/ UPLIFT) I D FOR N RY SET EV: RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE OF SLAB E: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN 7 ZomIa]4l7GTi371.Cid SECURE-BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. W SEE SLAB SCHEDULE IN ay-.� • .—mod. 4 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"= (NO UPLIFT) POURED LINTEL CONT. (TYP.) a 8" CMU FILLED CELL (TYP.) • o•. 2X WALL FRAMING e 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO 11 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" Reviewed for Code Compliance '.. ®Universal Engineering Sciences. 2194 H WY AJ A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w W U 54 F 4 U W A A i I'I 1 stmDIY. 8e LOT; CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE swum•: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA rr"r'1 DATE: 08 04 20 SCALE: 1/4"=V-0" SKEET sI.i DOWEL PLAN SCALE: 1/4" = T-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r �11111' 0 W strniv. LAT CREEKSIDE PHASE !II LOT #4'4 PROJECT# 04321.200/044R1 e<ODELz 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: -DOWEL PLAN [60 MPH EXP. I ARCHrrECT- STATE OF FLORIDA AUG 0 6 2020 ICHAEL C. AWERSC AR NO 77305 PRINT 20 04 DATE: 08 % / SCALE: 1 /4"=1' — 0" SHEET S1. 2 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w� U W ti 0. W 4 F A C-; ti t, SUBDIV & LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "182'8-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT.- STATE OF FLORIDA AUG 06 2020 MICHAEL' C. ANDEH80N AR NO T7305 PRINT 08 04 20 DATE: / / SCALE: 1/4"=1' — 0" SHEET SI.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1 (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 x1 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 OFAFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9.-PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB 4 ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT REINFORCEMENT STIRRUPS fc SIZE MARK DESCRIPTION (psi) REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — NIA GROUTED SOLID "CAST-CRETE" SAFE tW TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERALLOADS,FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE PLOAD LF /��/�__. SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BU8 S BF1&OB ��� BPY4.OB aF�OB BFaY-0B TYPE LENGTH 8U8 8F8 RCMV TYPE LENGTH W&IT ON24T OP104T 6F2D4T WAIT 096-17 W&.1T eFa-ts eFt&te eF1a1e eF2o-te eF244a aF254e eFa-e4e eFe2r eFt2ar eF+esr el?ao-zr e�xzr eF2B.2r erazxr X4' (42') PRECAST 2231 3069 s71e 5183 BBO7 8064 9602 10MI (42 ��T 1025 1024 1598 3'4' (42� PRECAST Im 2Q55 3024 4304 Em 0132 70M aoe9 4eC5 6113 75a W4 ION4 lion 1= 2W 8884 4394 rises 0132 70M #4)m (48' PRECAST' 1968 2MI zm 30M 4M0 agar 7m slay 4"-0, (48") PRECAST 785 788 13M 4'-0' (481 PRECAST 13M z6Da 3DeD 3815 4575 m Will 2aB8 4906 6119 7547 8974 10804 11BOB 1888 280a 80BD 9Ma 4a70 wig 44' (64' PRECAST 159e Iomm 2110 2631 37M 46M afro am , 44' (54' PRECAST 592 591 1073 , 44' (64' PRECAST 1207 2D40 sw 3375 4043 47" am 210 437a M13 7547 pp 0m2 10484 If= 1207 2040 Z707 395 40a 47" San 64' (84' PRECAST 1217 180 1488 1BBB 2680 Mze sees 48w 84- (84' PRECAST 411 411 745 S 4' (84' PRECAST 1010 171fh 22'la49 seas 9agg seal 4622 lees 3W 6M 7647= 101 1010 1715 2276 2899 8399 3B61 46T2 6'-10' (70' PRECAST 7082 1105 1173 101 2M2W am84M 9-,0' (70') PRECAST 84D 3� 818 8-10° (70') PRECAST BOB 15a/M 2a08 3107 8010 4133 pp 1451 zea 4seo 7108M e0mm 7letwp ea2ep,p m 1m 2M =11 may 3101 41a6 64• (75' PRECAST we64' 12ae 2177 34e0 =1 8/m 48e3 =11 Mn PRECAST 507 721 ago 64• (78') PRECAST on 1 1 2M a2M 3712m Lase 2177 34eD a8e1 eeeD 11021 aB25p4 B86 tom lees 2a2B 27B0 8257 3712 r4' (90' PRECAST 748 1011 1729 2MZWS 2M 3191 aee5 T4' (90' PRECAST 424 534 383 T4' (8D' PRECAST 727 1 1 2M zaz7 3m 1011 1729 2M 3m 5m 6Wm 6a2py m I= 1024 2D2a 2428 2107 322B 94' 11 PRECAST ( 2' 554 m 11a0 1026 2564 340 21HO 8302 94 (112' PRECAST 826 512 280 9.4 '(112' PRECAST 5M m 11 1474 tat 2157 2MOpq 7M 124a 180 2M4 840a 4705. 08BOp0 m m tala 1643 Im 2294 2e19 1&4' (126-) PRECAST 475 amON1247 2M27►7 2198 2688 10'4' (126' PRECAST 284 401 180 10'-0' '(128' PRECAST 1 Gm Me 1t89 t4M t731p,p 2D71 M2 low 1888 90B8 2M8e0pq 4754pq 530 m 1100 1472 flee 2M 230 11'4 (131r) PRECAST 362 SB2 m 1908 Is" 242111 3127 4006 114 (138' PRECAST 250 452 154 1 11W (138) PRECAST 474 as M m 1OV44 127 161 1753 mM6 18e8 Im 842a a127 4008 494 007 70444q 1872ne 7818 pp 70160 27e7 1X4r (144' PRECAST 337 540 m 1254 1e94 210 29M 85R Ir_V (144' PRECAST 244 402 137 Ir-W (144' PRECAST 470 458M 724 638 m 11 1389m IGO =ma 1264 10M 21B8 2805 8562 470 650 9Wm 11302am 1550rw 1MSep 211175 . 13�4 (IOU-) PRECAST 296 471 m 1075 142e Im 21118 2M4 . 18r4 (160' PRECAST 217 324 110 � . 18 4 1 PRECAST 410 m W7m 785q 9a4p� 1143p4 lZBon 477 mIm742E Im 281a 2M( 42a 4BD 7tq a 111111111cm 1418p4 10,4 1Ba W-W (168' PRECAST 279 434 - 7M to02 1= tsar 21V 2B8O ""W (16" PRECAST 205 293 100 14.4r (188' PRECAST 84 358" ON 724 M 1 122Op4 442 70B 1002 1829 10B7 2127 2080 470 4ffi 777 w 1088 188Bpq t lmymn W41' (176' PRESTRESSED N.R. NR HR NR NR NR NR NR 14.4' (176') PRESTRESSED N.R.284 91 14-4' 1701 PRESTRESSED 2M 334 m0 8T2 m m 113t 45e m I M 1002 220 2517 2712 240 3m 993 BBO m t 1M 1734 pq 16-C (1842) PRESTRESSED N.R NR NR NR NR NR NR NR 15'4' (184' PRESTRESSED N.R. 259 83 1514' 184' PRESTRESSED n4 ere 488 027 M 971 t 412 710 12M Im 205e 22M 2518 230 88B MB BOB pq 1240pa 14QOwp 1aaB 1r4- (2081 PRESTRESSED N.R NR NR NR NR NR Ir4' Win PRESTRESSED N. 194 84 ir-4' l� r PRESTRESSED 187 1n M 30a 405 1 50 w 621 740 m sae 1101HIm M IZYlnl 67a on 1473 aoo 50 1MR Im 1 4. Mn PRESTRESSED N.R.NR NR NR NR NR NR NR 79,4. GM PRESTRESSED N.R.148 62 19'.d' mn PRE$TRE$$ED 102 =tlr1 80 447" 647W a474W 747m 2N 420 7m low 1482 1515 1710 169 m 4" 023 m 841pq 1069m 1227 214- (256' PRESTRESSED N.R NR NR NR NR NR NR NR 21-4' Wr PRESTRESSED N.R.125 42 21 - On PRESTRESSED 142 204 8m 898 400 Sae owes 100 340 m m 1114 13M 1460 142 284 878 w 887 mp 721 90a too �� (2647 PRESTRESSED N.R NR NR NR NR NR NR NR ' � N.R. 118 40 27-0' (2647 PRESTRESSED 137 tm M 295 M 402 510 030 iM 315 No 754 10a I= lase 137 187 2Y8 868 518 M 888 p4 8B8 8W 24'-0' Mn PRESTR N.R.t2e NR I NR I NR NR NR NR NR 24-4' ( % PRESTRESSED N. 91 33 mr (MI PRESTRESSED 124 179 2a7 942 410 4g2 cm 557 saD 40 e54 BB4 t0e2 1222 124 m319 w 456 e0e p p 75 am", (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR E (MED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL DIVISION ACCEP NOTICE OF ACCEPTANCE F E:O,P CORPORATION-CASTE-CRETE ANCE# 19-01303 1 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B 1 1 1m o 1co 100 1 GT 8F24-1T/0M/0B 1 ♦ I:{ ♦ 1 �%% 1 1 �= 1 ` 1 A 1 4P 1 1 4 J 1 a) s 1 1 1 1 1 1 1 1 1 � 1 1 � 1 1 a 1 1 1 1 ml 0 to SI �1 o l t ra Il 1 r 00 1 1 I; 1 LINO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP .a 1 OF WALL EL. 8'-8', LINO: I 1 1 1 F — — — — — - � a ryA 0 1 ♦ ,a 1 ♦ F kl 1 �i ♦ 8RF6- 1T/OM/OB 'I ♦ 8RF6-lT/OM/OB 8F16-1T/0M/0B ♦ 8F28-1 T/OM/1 B I' mrm or m m m m mAm m m sax, o-xa. ram_ r� 1• �� i. i�. ]1 Reviewed for Codo Cwnpliance ®Universal Engineering LIFT BEAM PLAN Sconces SCALE: 1/4" = V-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup�.com AA #: 0003325 F W y U W 0 Cam-. 0. U W a F q ti sUBDIV. q CREEKPHASLOT #PROJECT# 04321.200MODEL:4EB"1828= GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA x/ AUG 0 6 2020 AEL C. ANDEI AR NO 17305 rs`i`Y' DATE: 08 04 20 SCALE:1/4" V-0" SHEET S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"xB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 0O 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" (p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30 LAP FOR EACH / 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM TOP OF THE LINTEL. �016. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP VERTICAL REBAR W/ 10" HOOK / PAS' FO Bx16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR .� BOND BE EACH COURSE • 8x8BOND BEAM TOP OF • Q�GN\� W/ (1) #5 BAR BOND BEAM F F = FILLED W/ GROUT 30" TYPICAL ��� U UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5 S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTES A0-�Q 1 I��1 T/1 M/�B 8x8PRE-CAST CONCRETE �� LINTEL W/ (1) #5 BAR (L2) NOMINAL LENGTH OF BAR =WIDTH OF MASONRY P HEIGHT # OF #5 S, TOP e' CORNER s OPENING -2 BEAM DESIGNATION I `IT IS THIS .ENGINEER'S INTENT BOND BEAM COURSE OR I . REINFORCING O F BOND BEAM THAT XFXX - 1TI1M/OB INDICATES A DOUBLE BOND BEAM Z#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE`. 3/4"=l'-D 0AND XFXX-1T/OM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/0 STEEL (L1) REFER 1T IS THIS ENGINEER'S INTENT TOP ,i TO PLAN FOR LOCATIONS AND XUXX - 1T/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING Pt.. AND XUXX- 1TIOM/0B INDICATES SINGLE BOND BEAM ABOVE UNFILLED LINTEL it Ir PRECAST HEADER(MIN) a 2x4 (MIN 2 X 3) 13/16 TAPCON OR DRIVE PIN (MIN s-j SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT a 3 164' 2x6 (MIN 2 X.3) 23116 TAPCON PRE -CAST a v OR DRIVE PIN (MIN SHANK WINDOW a SIZE.145 MIN HEADSIZE.300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" M EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 r TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD a; ¢ SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA: END EMBEDMENT 7/16!' OSB SHEATHING TYPICAL MASONRY WINDOW cMuWALL SILL CONSTRUCTION I 4 SCALE 1 1/2"=1'-0" ARCHWAY FRAMING DETAIL k �j 1{ ti I, SINGLE #5 CORNER BAR, 30x30 TURNED UP %I OR TURNED DOWN INTO —STEEL REINF. OF FILLED CELL BOND. BEAM r,A\ Lz L PROVIDE #5 BAR �I EACH SIDE STEEL REINF. OF 0 LEVATION BOND. BEAM CHA E CHANGE IN II ELEVATION OF BOND BEAM 7 SCALE: 3/4"= L, Universal E ® notwing Sao I I� �g 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 132937 PH: 321-842-3591 www.abdesig6group.com AA #: 00b3325' W U w O F 0. v W q En 4 ti u Lu x 0 X SU33DIV. & LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: Ii I DETAILS 160 MPH EXP. C ARCHFfECT- STATE OF FLORIDA AUG 0 6 2020 ,aEL C. ANDEI A1�'r, .-N , 17305 Xll.K_" l4 A DATE: OS 04 20 SCALE: 1/4"=f-0" SHEET S2e1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 COMPAf Y / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECT ONS. 4. AVOID PLACINC A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/TRUSS TRUSSES W/2X4 6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND W/2X6 BOTT M BOTTOM CHORD CLEAR SPAN OPENINGS. CHORD 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. END JACK 9 PLACE2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES WHERE APPLICABLE SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END TRUSS BOTTOM CHORD W/MIN (4) 1 Od NAILS FOR EACH CHORD CONNECTION DIAGONAL B RACI NGIBOTTOM CHORD BRACING UNLESS OTHERWISE SHOWN DIFFERENT A DISSIMILAR BOTTOM CHORD BRACING ENS 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE 13, BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING TRUSSES W/2X4 GIRDER/TRUSS SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC BOTTOM CHORD W12X6 BOTTOM PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE CHORD 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 ge WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND DIAGONAL 9W1MIN 2x4 SCAB NAILED To ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE BRACING/BOTTOM TRUSS BOTTOM CHOR THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW CHORD BRACING C NAILS FOR FOR EACH CHORD EACH CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING CONNECTOR SCHEDULE CONTROL DATE: 01/27/2020 Muck USP SIMPSON MiTek LISP '- SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16IS16M META-16 1450 (8) lad X 11/2" L-PLY, (7) 16d 2-PLY, EMBED 4" (S) 10dx11/2"1-PLV, (6)16d2-P LV,EM8ED9 (2) HTA 16-18 2430 (2) META-16. 1985 (12) lad x 11/2".1-PLY, EMBED 4" ` '` (10 1 10d x 11/2" 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) lad X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY,(a) I6d 2-PLY, EMBED 4 HTA 20 1870 HETA-20 1810 (10)10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2 1-PLY, (8)16d 2-PLY, EMBED 4' (2) HTA-20 2430 (2) HETA-20 2035 (12)10d x 11/2". 1-PLY,. EMBED 4" (10I Ind x 11/2" 1-PLY, EMBED 4" 2500 (10)16d. 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" LUGT-2 1655 LGT-2 LESS BLK (S) 1/4"x 3" WMge-Bolt+Anchors, WOOD (16l (7)11/4" x 21/4" TITEN, WOOD (16)16d - LUGT-3 3380 LGT3-SDS2.5 3490 CONC (4)3/8"X5"Wedge-BoR+Anchors,WOOD 12 W525 Ind rSDS1/4 x3 TO6IRDER,(4)3/8 kb TITEN HDTO.,WALL DHTA-20 2430 DETAL-20 2480 (16) -10d x I V2,1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18 - Ind x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 3945 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12". EMBED), (22)10d TO W00) (1)E/8 A.T.R.IN HIGH STRENGTH EPDXY (MIN 12" EMBED), (22) IOd TO WOOD HUGT2+. 9575. HG7-2+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2): /4'A.111.. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) Ind TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) /4 A.T.R. IN HIGH STRENGTH EPDXY(MIN. 12" EMBED), (16) lOd TO WOOD LPTA ' 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULARTO WALL TO WALL.. (10)lad x 11/2 (1010dx 11/2" MUGT15 i 3945 VGT 4940 (115/8 A.T.R.IN HIGH STRENGTH EPDXY (MIN.12"EMBED),(4)10d TOP/(6) 10d FACEA12) 10d BACK OFTRUSS (I) /8 A.T.A. IN HIGH 57RENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3" HUGT 1 9575 (2)VGT 7185 '.(2)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN.12" EMBED), (8) 10d. (2). /8 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED),(32) SDS 1/4'x3 MTW 12 965 MTS-12 990 (14) lad x 11/2',(14) IOd (1410d X 1'1/2" HTW 16 1355 HTS-16 1310 (16) 10d X 11/2", (16) Ind (I6 lOd X 11/2" HTW 20. 1355 HTS-20 1310 (24) lad X 11/2", (20) lad (24 lOd X 11/2" HTW 24 1355 HTS-24 1310 (24) lad X 11/2$ (20) led (24) 10d. 1112 LSTA 12 ++ 930 LSTA-12 ++.- 925 (10). SOd (IO)lad LSTA IS 1235 LSTA-18 1235 (14) 10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14) 10d (14 10d MSTA-24++ 1640 MSTA-24++ 1640 1 (is) Ind (18)lad - y MSTA-30++ 2065 MSTA30++ 2050 (22)I0d (22)10d - xVOCyJI MSTA-36« 20M MSTA26++. 2050. (26)10d (26) Lod KSTI236 27H MSTI-36 3800 (36)Ind X 11/2 (36 Ind X 11/2 KT5I248 5105 MSTI-48 5070 (48) 10d X 11/2 '.. (48 X 11/2 LFTA5 980. H6 1055 (16) Sd x 11/2 ( )16 Sc . ) (8) d T TO PLATES, (8)Sd TO STUDS SPT4 875 SP4 825 (6)10d TO STUDS (6) Lad TO PLATE (6);Od x 11/2"TO STUDS M P34 525 IN Fl 160% A34 430 4 1 2 TO BEAM 4 Bd x 11 2' TO POST. f l 8d x 1/ . (. ). / (4)fdx31/2"T0BEAM, (4)8d xll/2"TO POST. H HCP2 680 HCP2 590 (10)lad x 11/2 TO TR USS,(10) 10d X 11/211 TO PLATE (121 lad X11/2" RT16A 1020 HIOA 1040 (9) lad x 11/2 TO TRUSS, (8) lad X 11/2 TO PLATE (18 lad X 11/2" MUGT15&PHD4A 4175 VGT&HDU4 494D. (28)lad TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/5/8 THREADED RO (16-SDS 1/4x3"TO WOOD,(10)-SDS 1/4"x21/2"W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15&PHD4A 4175 V GT&HD7B 4940 28 lad TO TRUSS, S 10 WS3 WOOD SCREWS TO POST S8 THREADED ROd ( ) .1 ) / ( EA ED (16 -SD51/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/TIT BEADED ROD, (2) NUTS/WASHER/2PlY PAU44 2535 6775 ABU 44Z 2300 7750 Ill 5/8 A.T.R.IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC, (12) l6d TO W000 (1) /8 A T R.IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) Ind TO WOOD PAU66 2453 16005 ABU 66Z 2190 18205 (1)5/3 A.T.R. IN HIGH STRENGTH EPDXY, (MIN.7". EMBED) IN CONC:;(12)16d toW000 (1) /8'A.T.R. IN HIGH STRENGTH EPDXY, (MI N.7" EMBED.) IN CONC.,(12)16d TO WOOD LTS19+++ 1205 LTY19+++ ] 10 (1)3/4 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN 0311C.,.(8)10d To WOOD. (1) /4"A.T.R. IN HIGH STREN GIH EPDXY, (MIN.7" EM BED.) IN CONC.,(8)1Dd TO WOOD LT520B +++ 1100 LTT208+++ 1500 1.3 4 A.T.R.N HIGH S ( 1 1-112T WWOOD /STRENGTH EPDXY MIN. 7"EMBED IN CON 10 lOdx f) CONC., 1 (1) /2" A.T.R. I N HIGH STRENGTH EPDXY, (MIN, 7" EMBED.) IN CONC., (10) 10d TO WOOD HTi45. 4160 HTT4 4455 (1)5/8 A.T.R. IN HIGH STRENGTH EPDXY (MIN.]"EMBED) IN CONC, (IS)16dX21/2" (1) /8 A.T,P. IN HIGH STRENGTH EPDXY (MIN.]".EMBED,)IN CONC., (26)16d%21/2" HTT45 5005 HITS 5090. (1)5/8 A.T.R.AT. R. IN HIGH STRENGTH EPDXY MIN.7 EMBED) IN CONC, (26116d 21/2". (1) ( "EMBED,) IN CONC., (26) l6d X 21/2" /8 A.T.R HIGH STRENGTH EPDXY MIN. ] UPHD11+ 14395 HHD011-SUS 2 5+ 11810 (111" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' "EMBED) IN CONC., (24) WS3 WOOD SCREWS (1)1 A.T.R. IN HIGH STRENGTH EPDXY, (MIN.. 10" EMBED.) IN CONC., (24) SOS Y." x 2%" WOOD SCREWS PHDSA 6525 HD7B 6645 -: (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, MIN 7" EMBED IN CONC. 14 WS3.WOOD SCREWS /8" A.B. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD TUX8 7870 (1) 7/8" A.B. .. IN HIGH STRENGTH EPDXY, MIN. 7" EMBED) IN CONC. (3) 7/9" ST D BOLTSTO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1)1/2 J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W / 3/4" CIA ITW RAMSET/REDHEAD DYNA BOLTSLEEVE:ANCHOROR EOW/MIN 5"EMBED INSTALLED IN FACE. (14)Vd ATJOIST. (U) EP /4"A.T.R. IN HIGH STRENGTH EPDXY, (MIN.6 75:" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH XY,(MIN. 5.75"EMBEDMENT) IN C.M.U. FACE, (18) 10d TOBEAM HUS4121F 3615 2710(100%) HUSC412 WOOD (WOOD) 3435 2635(100%) (10)16d TO HEADER, (10116d TO W000'�i : (10Y I 16tl TO HEADER, (10)lfid TO WOOD :. 3325(125%) D220(125%) H041011(CMUI 1950 3080 HUC410 (CMU) 1800 46001WOOD. x3 "W ( TO USP (20)3/16"'TAPPER+,10)10d TO WOOD I. (18) 1/4 x 2-3/4.. TITEN (9 PER FLANG E) TO CMU (10)lad TO WOODi HDZID-21F(CMU) 1950 3080 HUC210-2 (CMUI 1800. 4500 (18)1/4 x3"' WS3 SCREWS, (10) 10d TO WOOTAPPER,, . b USP 20 3/16" 10d TO WOOD (1010d (18)1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lOQ T® WOOD: " HD230-31F (CMU). 2795 5015 HUC( ) (CMU) 1800 4500 CR WS, (10 TO WOOD4"" x "" 53 SCREWS, ) )( ) WOOD. TO WOOD I (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD LGUM26-2 2125 6065 LGUM26-2-SD 1430 5595 (4)3/8 X4'Wedge-Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS (4) /S x 4 TITEN HD ANCHORS (2 PER FLANGE) To CMU, (4)1/4 X2-1/25DSSCREWS TO WOOD .0 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ ' SIMPSON LTA2 USED TO BRACE TOP OF WALL. e;,;y1CJ3 I II II 6 13I �I II II II II II II II II II II II = ®- ATTACH 4'-T LONG 2xSCAB TO TRUSS W/ 10d NAILS @ 6" O.C. II II II II II (4' FROM EA. END) I J I (i r- A14G ��, 6 4 h� 1PREfABRICA ROOF 'TRUSSES @ 24" 0 . MAX. I� a I I I I I I I I ALA I I I ATTIC I a ACCESS TL _ A11 W;- ��i 0 .• __ AIJ r� 1A Z1A3.1 I _I I A15 -- a_ � t %�'r�i FRAMING PLAN CA CJS CJ5 2194 H WY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 ` F W w v W O ti 0. C4 w 4 F A ti 'u"Dl ii Se LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 180- MPH EXP. C. Alr&; ITECT STATE OF FLORIDA 1 7 8 � A! I G ^Rn'a 9 2,,., MI a �T�EC Aa s'-7. a09 VFa R 'm F a^ tt ' kGm Code Ate ' for Compliance DATE: 0E3 d04 20 ®Reviewed Universal Engineenne S ciences „ , „ SCALE: 1/ 4 =1 -0 .SHEET R" t ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE " @ 24" O/C,'SUBMIT SHOP ROOFfWALUFLOOR N N DRAWINGS FOR REVIEW SHEATHING -(I) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" I bVAL # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO (9) 1 Od x 1 12" NAILS TO TRUSS "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 114" 42) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (9) 1 Od x 1 -21" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO (12) 16d x 1 -21" 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 -(I) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE! A PT 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 VV/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/10 10d TO WITH (12) 16d x 3 -1" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" 2 ADDITIONAL PLY MAX. TO —A-(l) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS CONT POURED LINTEL 1x2,2x WOOD FASCIA --\ j ANCHOR REQUIREMENTSWITH (4) x 5" TITEN HD TO CMU AND (12) SDS . SEE ARCHITECTURAL 1" X 2 -1 4 2 " TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B_(I) SIMPSON FGTR GIRDER TIEDOWN WITH Z 1 x2 SECURED W/ 10d TRUSSES @ 24!'O/C, 1 x2, 2x WOODI FASCIA (2)21"x5"TITEN HDTOCMU AND (18)SDS -41"x 3" TO GIRDER 2 4 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL G(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED WI (3)16d I AND APPROVAL GALV. COMMON NAILS. (2) 1` x 57ITEN HD TO CMU AND (18) SDS x 3" lx2 SECURED W1 10d MAS )NRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE 11 A ALLOWABLE UPLIFT = U:l 810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 9 ANCHORS MIN. 2" COVER & 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 13, C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR la lb 'c TYPICAL TRUSS/ SCALE- 3/4"=V-0" 11CAL ROOF 3 SCALE, 3/4"=V-0" ses — Ty GIRDER CONNECTOR(S) SCALE: 3/4"=l.-011 GIF';,DER CONNECTOR(S) N11 (2) 2X4 No.2 SYP DIAG 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING J U-0" TO 30P-0" (1) "X" BRACE SEAMS) 30--l" TO 60--0 (3) "X" BRACE SECURE 2x8 PT. PLATE N (1) "X" BRACE @ CENTER TO BILK W/ 1/2" DIA. (2) W'BRACE DIVIDED EQUALLY 74 ANCHOR BOLT Wl 2" 6-0" MAX (W/lX4) FROM CENTER TO END. WASHER SET IN HIGH MAX (W/2X4) STRENGTH EPDXY 6" FASCIA, 'CIA R 10'-0 2x WOOD FASCIA, MIN. EMBED- AT 32" OC _CT SEE ARCHITECTURAL MAX. j'J SECURE GABLE TO 2x8 PRE-ENG GABLE TRUSS 1 X4 DIAGONAL P.T. PLATE W/ 12d's 8" O.C. CHORD STIFFBACK (AS PER MAX BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/ o aMAY NOT BE (2) 1 Od's @ EACH TRUSS w oe REQUIRED TO BE INSTALLED IL 10P-0" O.C. MAX. 7r BTM. CHORD OF OD ROOF TRUSSES C'J SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6END WALL OR OTHER 01C pq MAX., OR 2x4 BTM_ CHORD BRACING END TYPE CONDITION, IF 1 U-13" O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD _BLOCK WALL WISGABLE _EN�D INTERSECTION TYP: BTM. CHORD BRACING 7 LOC VLW P U S SCALE: 3/4"=V-0" PRE-EX'DLTRUSS rep ---------- THE USE OF ALTERNATE MATERIALS MAY BE E o NOTCH DEPTH 1/4*D USED SO FOLLOWING LONG AS THEY CONFORM TO THE HOLE EDGE >5/8" HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS SPAN ONLY EQUIVALENT OR GREATER UPLIFTAND LATERAL (Fl AND F2) LOAD CAPACITIES k� HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND I;,;ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO j A SIMPSON Hl DA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. ki IN BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD ®Reviewed for GOCIO ui Compliance uNvwsal Engineering NOT USED SctenC" $� ALTERNATE MATERIALS �3 STUD NOTCHING AND BORING LIMITSNOT USED 10 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-3591 www.abdesigngroup,com AA #: 0003325 E r4 Q. CREEKSIDE PHASE: II LOT #44 PROJECTS 04321.20 MODET: 4EBB Ij 1828—CALI �G-AP,A_GF SVVfIMNG: RIGHT :FAGE: [�j DETAILS 160 MPH EXP. C V ARCWECT� T 0 Lo STATE OF FLORIDA STATE AUG 0 6 2020 MICHAEL C. ANDEI AIR NO 17305 w X-L%dLxl a DATE- 08/04/20 SCALE: 1/4 =1 -0 ,514EET 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 BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER ET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE CABLE TO 2x8 P.T. PLATE W/ 112d's'=8" 0.C. MAX I Des ooAll CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O:C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=l'-0" Reviewed for Code Cornpll nee Universal EngineedN ; Sciences r 7 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesil,"group.com AA #: 0003325 F W U W 0 F 24 h W 4 F A 64 ti CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL 4EBB "1828-CALI" GARAGE S WlNC3: RIGHT [ AGE: �a r DETAILS 160 MPH EXP. C,.,- ARCHfTECT- STATE OF FLORIDA AUG 0 6 2020 MICHAEL C.-,hJ-')ERSON AR NO P.a DATE: 08/04/20 SCALE: 1/4"=1'-0" 9 SHEET S3.IB ri r ppppppppp ppppppppp VTCR SPACING (1) AT EACH END ppppppppp 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6-0" O.C. MAX. p p p p p (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENTAT BRACE W/ (3) 12d @ EA. 4'4' O.C. (AT SHEATHING SEAMS) 1\ TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 7-8-1 0'-0" TO 30'-0" (1) "X" BRACE \` ppppppppG ppppppppp 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS �� ppppppppp (1) "X" BRACE @ CENTER "X" �� 77 ppgpGpGpl (2) BRACE DIVIDED EQUALLY FROM CENTER TO STIFFBACK AT ALL 2x SUB -BAND END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE h "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1 x2 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@ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE:NT.S. W/ HIP RETURN SCALE 3,'4"=,'-o° r� r' p i r 4� ' A r +r'2 7Y F �I �i h x� wn Reviewed for Cade Compiku" Urwjwsel Engineering Bareness 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W rn I'i U W O F 0. v W q F q F ra H f W stmDIV. 8e LOT: CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL: 4EBB "1828-CALI" GARAGE SWING RIGHT PAGE: m pYx DETAILS 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 wmolw�x � E f6 t 4 .f rXA_TMz r3 t `i-� 1.�._0or 3. IC GABLE - END HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49A8) 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 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C.AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING RINGS SCREW SHANK PER I PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT4 2. INTERNATIONAL STAPE NAIL & TOOL O.C. MAX IN FIRST 2 FRAMING ASSOCIATION (]SANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS EXTERIOR SHEATHING USE 112" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O:C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J . . . . . . Z W (� W Y@ z = V • � 0 v NT cn J / r Q ¢ Z o Ip Z W Z Z) L • p LU (7 ILL. C7 `1 U z 2 U J Q Q U -. u7 O Z Y Z Q @= LU C7 Z m Y Q rA.V W Z W U co �J '. S' V) U H U td § O Zco W io . co BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS a� 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) Sd RINGSHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD /\J GENERAL NOTES: 1 ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33MAXIMUM AGGREGATE SIZE SHALL BE 314". WOOD' STRUCTURAL ARCHITECTURAL, DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL ON STRUG DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN URAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6thEDITION ALCEXPOSED EDGES OF CONCRETEARET08E CHAMFERED 3(4". _ ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14 BUILDING CODE REQUIREMENTS CRIPPLERS SILLS ETC: SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON = 00 PSI. ALL WOOD IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL BE ELASTICITY 1,4040 A RETEOR CON COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND. SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUEDTO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF0.42 PCF FOR DOT OR MORE: NAILS, SPIKE, BOLTS USED EXCEPT W ERE ADIFFERENT DETAIL 1S SHOWN.. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WJ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT ' "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Yz" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD DO NOT SCALE THE DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6thEDITION. SEE NAILING SCHEDULE ON PLANS TO THE AT ENT10N OF THE ARCHITECT PRIORTOPROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. : ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS. THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: ATBEARINGLOCATIONS WITHOUT WOODEN TOP PLATES. - DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, GUYS OR TIE WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TEMPORARY BRACING, -DOWNS. TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SC' LE DRAWINGS.. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE AMINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK F ERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY. DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIIWVTCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE. SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR LIVE LOAD 40psP REVIEW_ WOOD TRUSSES. 20 psf TOP .CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM ,CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS. MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 paf TOP CHORD 20 psf TOP CHORD (10 psf w/NoGYPCRETE) (7 psf w/ ASPHALT SHINGLES) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: .10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160 MPH SECOND GUST '.. INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY& ARCHITECTURAL AIDE. TRUSS MANUFACTURER. IS RESPONSIBLE FOR FINAL SU CATEGORY II) (ASCE 7-IT (BBC TTIC EXPOSURE O LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOAD AGE: , UNINHABITABLE ATTIC WITH LIMITED : UNINHABITABLE ATTIC STORAGE: 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 BED NOTIFIED TO THE. STORAGE AN ATTICS WITH STAIRS: BALCONIES (EXTERIOR) Opsf„HABITABLE ATTICS AND ATTICS SERVED WITHOUT THE APPROVALDFTHE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECK COMPONENTS: DIN -FILL C 40psf,'GUARDS AND HANDRAILS: 200psi, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION. VEHICLE GARAGES: S OTHER THAN SLEEPING ROOM: SLEEPING EPING SOpsf, ROOM 40 sf p E ROOMS: 30 sf P STAIRS: - MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE. SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP D WING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRA INGS WILL BE REVIEWED'FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT ' MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CO 4TRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE .AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT WILL BERETURNED.UNCHECKED. SHOP DRAWINGS THE FORM W PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO. FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED : ASTM.C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS .WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING B THEARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10' USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. I FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE �j FOOTINGS. WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING : PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS "=I EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE. FILLED. Fa SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL fi THE OWN EIR SHALL RETAIN.THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSF L COMPLETION OF S I TE P RE PARATI ON EFFORTS. LOCATIONS FAILING TO. MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE I' MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL : STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE' L SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, . 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ' A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM.ASOO, GRADE B, " Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE " 2 500 PSI REGULAR WEIGHT FOR :FOOTINGS, .AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3;000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB p) ' ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTO SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED: ELEMENT. BOLTS SHALL ' CONCRETE P�ACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5' +1- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES., THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS ,I A 3" FC(, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). . <j B FOR ONCRETE EXPOSED TO EARTH AND/OR WEATHER'.' 1-1/2' FOR #5 AND SMALLER ' 2" FOR #6 AND LARGER C. FOR QONCRETENOT EXPOSED TO WEATHER, 3l4' F R SLABS, WALLS AND JOISTS 1-1/2 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS ..APPLICATION'. SIZE TYPE SPACING REMARKS 1X2 PT FURRING TO CASE HARDENED COIL a, O/C ` GARAGE DOOR BUCK 1/4"DIA. TAPCON MASONRY e„ O/C 1 V2" EMBED., 4" END DIST, MASONRY I CONC NAIL 1 1/2" LONG. TO MASONRYICONC. NO WASHER FASTENER 1 W" EDGE DIST SGD, AL EXT DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 112 DIA. W/ EXPANSION BOLT�+ 24" O/C 4 EMBED.. 4" END DIST, - 1x PT SEE NOTE 6 NAIL 1 1/2" LONG, STAGGERED INTO MASONRY/CONC TO MASONRYICONC WASHER 33" EDGE DIST WINDOW BUCK CASE HARDENED COIL 9"01C WINDOWIDOORI FASTENED METAL STRAP TO /+ CONTACT THIS ENGINEER FOR SPADING 1 xPT, SEE NOTES NAIL 11/2"LONG STAGGERED INTO MASONRY/GONG. MASONRY/GONG REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. TAPCON" 1 1/2" EMBED, 8".END. NON BEARING WOOD 112"° EXPANSION 4" EMBED, 4" END BUCK 2x PT,. SEE NOTE 6 NO WASHER FASTNER 181; OIC DIST., 1 112" EDGE DIST. WALL TO LONG SLAB W/ WASHER BOLT' 24 O/C DIST, Y EDGE DIST. 2x PT WINDOW BUCK 0.138' RAF x 21/8" 9" O/C 4" END. DIST2 ., 1 1 " PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST ,NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS. TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED ` 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN j THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 5. FASTENER SPACING FOR THE BUCKS SHALL ®E 4 f 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. I Reviewed for Code Compliance Universal Engineering ScIances 2194 HWY A1A, SUITE 301 INDIAN HARBOUR'',BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA 0: 0003325 F e W ) y U w ti E. 0. U W I rs I y1 p „*rf t< , 0 SV " CREEKSIDE PHASE II LOT #44 PROJECT# 04321.200 044R1 MODEL.• 4EBB "1828-CALI" m'CzARAQrE SWING: RIGHT PAGE: I,) 1q b DETAILS 160 mI'Tj F7P ARCHWECT: STATE OF FLORID v� AUG 0 6 2020 fi ICHAEL C. ANDEI AR NO 17305 E: 08/04/20 96 8 7,`A.TAE: 1/4"=V-0" ) 241KEET I Planning & Development Services Department Building & Regulations Division Product Review Affidavit FLaf or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION' product .Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE .Pressure Pressure: 1/4" concrete screw 6' edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" O/C -max. @ head and jamb. FL5891.2 Rfi 12/31/2021 .Swing door Smooth Star Therms-Tru N/A Min. embedment of all anchors to be 1 1/4" (+35) / (47) (+67) / (-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 113/4" o/c atjamb; 16" @ head. 1 1/4" embedment. Type 1[: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 71/4' o/catjamb, 10 1/4" @:head. 11/4":embedment. Two additional tapcons midspan and one at lower frame required vertically each side, FL16103.1 R14 2/28/2021 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38)/ (48) 1+50) / (-50) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6' max. from comers, 14" o/c atjamb, 10" @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max from corners, 81/2" o1c at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each FL16100.1.. R7. 11/30/2022 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements.. N/A N/A Type 1: 3/16 or 1/4 ELCO Ultracon anchor 6 max. from comers, 14 o/c atjamb,'16 @ head / sill. 11/4"embedment. Type7l: 3/16" or 1/4" ITW concrete tapcon anchor. 6' max. from corners, 8 1/2" o/c atiamb, 10 1/2" @ head / sill. 11/4" embedment. Five additional Lapcons top and bottom required horitontally,two midspan vertically FL16104.2 R5 '11/30/2022 Fixed Window :Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements.. (+38)'/ (-48) (+55) / 05) 1/4' concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from comers Builders Series 4780 W/ and 20 3/4' max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Ply Gem Non Impact {+33}/ ( 41) (+50) / (•51)) Sill Riser. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15' o/c max, @ head and jamb. FL2046L17 R4 12/31/2021 Opaque single Smooth Star Therms-Tru N/A Min embedment of all anchors to be 1 14"/ (+36)' / (-47) (+47) / (-47) door with transom Double Garage 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107:3 i211 12/31/2020 162x7 73 W6 Clopay N/A {+29 )/ (35) (+36) / (42} Door Use galvanized (zinc:, coated) roofing nails,'11 or12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or3/4" into boards Use'4 nails per shingle placed 6 1/8" above the butt edge; approx. 1" and 13" from each end and 112" FL7006.1 R10 12/31/2020 Roof IKO Cambridge ,N/A. above each cutout. Drive nails straight so that nail head is flushwith, but not cutting (+36)J (-47) ra/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL1521t?-1 R7 12/31/2020 Llnderiayment Rhino LI 20 Inlen+,+eb N/A- shank nails spaced 6 O.C. at all laps and three staggard rows fastened 12'" O.C. In the N/A field. Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type 1 roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and allow the boLLom flange to lie on top of the shingles. Attach the vent with galvanized ors--tainless steel roofing nails having min 12 ga shank, min3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located 1 from the edge of the flange and 8"0.C, along alI FL16918.3 R2 9/9/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A BAFFLE cement/mastic. all loosened shingles shall be adheared dawn with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or illtLrprilaLions of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck Fasten Base Flangto Decking using 1 1/4" Ring Shank Nails,. Fasten Base Flange w/(1) hall ea comer@1' from edge. Fasten each Side of Base Flange using (3) naiies spaced nominal 5" apart and 1" from edge, Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5" apartand 1' from edge for a total of 22' FL3792A R11 8/16/2021 (alternate):. 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A i Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161_1 NONE 12/31/2020 Soffit Variform Soffits PlyGem. N/A FL24161,1 (+31.6) / (-38.8) f+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @'13/4' in Hurricane Panels Hurricane Storm concrete :/ masonry, 2 1/2" min. edge distance, 12' o/c max. spacing. Can be headed FL16293.1 R2I 12/31/2020 Less than 6' span 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A + or- 20 p,s.f, 1/4" x:20 stainless steel or ELCO Panelmate with minimum embedment@ 13/4"in Hurricane Panels Hurricane Storm concrete/ masonry, 2 112' min. edge distance, 12' o/c max. spacing. Can be headed FL16293.1 R2': 12/31/2020 6' span or more i 4 GAGE panel MFG. N A /- screw or all thread but with wing nuts. N/A + or - 20 ps f Install per manufacturers recommended requirements Reviewed for Cods FL17147.1 R4 6/27/2021 Zip System, Wall Sheathing Huber N/A Cpmphan ce : IDUnivenislFnginowft N/A N/A Sheathing $dances — -- 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rV. & LOT: ST LUCIE r« COUNTY ' fj MASTER PA PRf');F5 COW EXPRESS SHINGLE GARAGE SVWG: "r s a ix� f9� j c, SY � l r, l-�.J0 `g Ar➢®�nE,Vtl�'� f STATE OFF2".C" AUG 0 6 2020 MICHAEL C. ANDERSON AR NO 1730, ^, 8.3.20 *• : 1/4 P �P AI CG?ril'l', Gii. C,r True' 93.20