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HomeMy WebLinkAboutBuilding PlanPRODUCT- REVIEW MANUFACTURER MODEL # APPROVAL # GLASS ATTACHMENT METHOD PRODUCT OPENING DESIGN PRODUCT TYPE TYPE PRESSURES (WORST DESIGN CASE) PRESSURES N/A # 9 -15 X 1 Y" WOOD GRIP SCREWS AT 12" O.C. ROOFING ZONE 1 51 -159.25 GULF COAST SUPPLY 26 GA. GULF RIB 19 0814.03 ZONE 2 - 64.3 ZONE 3 - 75.9 OWENS CORNING TITANIUM PSU NOA # N/A SELF ADHERED UNDERLAY ZONE 1-51 20-0818.08 MENT ZONE Z - 64.3 ZONE-3 - 75.9 ;+65;73.91PGT NOA# IMPACT %" ULTRACON WITH 1 Y" EMBEDMENT @ EACH HOLE WINDOW ZONE 4 - 28.7 INDUSTRIES HR5410 20-0406.02 3/16" TAPCONS WITH 1 Y" EMBEDMENT @ EACH HOLE 185 PW ZONES -34.5 +/- 60 MI WINDOWS & FL# IMPACT PICTURE ZONE 4 28.7 ZONES -34.5 DOORS 15349.1 IMPACT 3/16" TAPCONS WITH 1 Y." EMBEDMENT @EACH HOLE WINDOW WINDOW ZONE 4 - 28.7 +35/-50 MI WINDOWS AND 3540 SH FL# 17676.8 ZONES -34.5 DOORS SERIES 120 SL IMPACT '/" TAPCONS WITH 1'/+" EMBEDMENT @EACH HOLE SLIDING ZONE 4 - 28.7 +/-55 MI WINDOWS AND DOORS GL DR 22401.3 22 Y<<" X 3'/" TAPCONS 6" FROM CORNERS AND 14" O.C. GLASS DR ZONES -34.5 +/-55 THERMA TRU COMPOSITE IMPACT FL# MAX DOOR ZONE 4 - 28.7 EDGE 20470.7 S OF HESE PRODUCTS AND ZONES -34.5 TDST ICATE OR REVIEW AND APPROVAL USE OF OCARRIES T ON AND MPPLIESNO WARRANTY OR GUARANEE BY F CATI THE SEAL HEREON IS PROVIDED ONLY UPON TDATAUPROVIDED BY THE MANUFACOTURER, WHICH ITS OWN ENGINEER'S CERT ATTACHMENT ARE BASED ENTIRELY THIS OFFICE FOR THESE PRODUCTS. NQIES: DRYWALL SHALL CONFORM WITH SECTION R702.3.I OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALT. CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. AUON WALL AND CEILING 200 AND A SMOKE -DEVELOPED EVELOPED INDEX OF NO GREATER AD CF NOT THAN 450. GREATER THAN ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450, GROUND - WIND SNOW Speed°l- NA ! See Fig.1001.2(4) TASLS R301.20) CLIMATIC AND GEOGRAPHIC DESIGN Cf JTERIA__ _ --- SUf3JEOT TO DAMAGE FRAM WINTER ICE BARRIER Alft MEAN seismic T W' - DC5fGN UNDERLAYMeNT FLOOD FREEZIIJG ANNUA DESIGN - - - - Froet ll�e a renpoB REOUIRIrD' HA2ARD^av INDEX: TEMPI y Very NA Negligible NA H efly. NA NA l NA Z. V _ - i)E _ �I Ili i IIII till I ►1ii I �.�'.� iIl p TO rr� t jIl �ff Certification for DOW n Load Compliance 1. DESIGN CODE: Florida r-ft P ;� TIo I� code 2020 Edition w/20____ supplements using ASCE 7-16 2. Structure Design is: Enclosed _ Partially Enclosed Open Building 3. Risk Category: _i 11_ ill _IV Exposure Category: y=_B iC __D Adjustment coefficient 4. Design Wind Velocity mph - _, ASD ___„--LRFD End Zone Width eft. 5. Mean (Roof Height: ! � it. Roof Pitch: Af 12 Parapet ft. I 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ `MRH (worst case) Zone Zone2:-4 Zone 3:-Z� Zane 4:-VV? Zone 5:-LV ('Garage: L 7. Design Loads: Floor: 75 PSF Roof/Dead: , PSF Roof/LivePSF Balcony: ,--._..PSF Dock:.,__,_PSF Deck: PSF Stairs: -_t_,- PSF Fence: _ PSF Railing: PSF 8. Were Shear Walls Considered for Structure? ! Yes ___,Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? :, �,, ' Yes ___,_Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. STRUCTURAL. NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P,S.1. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3, REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN. LAP. 4, CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS 1-112' COLUMNS 1-112" 6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION. 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. a. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 4" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 630,01ASCE6 10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, 11, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. WALL LEGEND T EXISTING WALLS TO BE REMOVED PROPOSED CONCRETE BLOCK WALLS ..,A PROPOSED 2 X 4 FRAME WAILS W a z LA W W = • „►►►t1111111, ,, ,"7,t� W NUTC V *A•'� F o�\�?�' Q V � ESSIW ONP��'� (� W 1111i111►►►►►� (' o F ©L/ a 00 rVASWED G IA GOD.- � j3occ l RECEIVED C?� St. Lucie t; owlity Permitting C, P"�, k- IF- \A \ yl ROOF SHEATHING NAILING ZONE INFO. ZONEPI REMAINING AREA W/8d RING SHANK@ 6" O.0 PERIMETER& 6" O.C. FIELD,, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONEP3 YX 5'@ HIP AND 5'X LENGTH@ GABLE ENDS W/8d RING SHANK@ 4" O.0 PERIMETER& 4" O.C. FIELD - NOTES: 19/32- CDX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. -UN DERLAYMENT FELT SHALL. BE PEEL & STICK OR 30# FELT COMPLYING W1 ASTM D226. t7l 71*- r 4— -177 TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' CLIMATE FENESTRATION SKYLIGHTh GLAZED FENESTRATION CEILING WOOD FRAME WALL MASS WALL FLOOR EASEMENT` SLAG' CRAWL SPACE' ZONE U-FACTOR" U-FACTOR SHGCIj, e R-VALUE R-VALUE R-VALUE' R-VALUE WALL R-VALUE WALL R-VALUE DEPTH R-VALUE I NR L, 75 0,25 30 I 13 3.'4 13 o 2 040 065 025 38 I _I 3 1 0 2:i 38 20 Of 131.5" (il 13 19 i i,, 13' 0 f",13 4 OXC,?pL 11 - 0.35 055 040 49 20 or 1 ^,-5? 8.13 1t1 ;013 111) 2 ti 1013 �5 and — 4 032 055 NR 49 20 or 13-5'1 13,17 309 15,19 10, 2 ft 1519 6 032 0 5-5 Nq 49 2045 or 13, 11) 15:20 30-? 15,19 4 16— �, 3 9 - 0 32---L — --- 0 55 — NR I 389 —, — --15 19 1 - � 15!9 DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 1/2" CASE HARD NAILS @ 8" O.C. Vi" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. CT-ep,) ,,au. V-o� r-LWV co l-l! L-7 1 X SUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS, OPTIONAL 2 X SUCKS SHALL BE ATTACHED WITH V," X 3-11W TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK, BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. D RYWALL AND FUMNG ATTACHMIXT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITI-I I 'W' CASE HARD NAILS @ 8" O.C. '/2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8„DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 81, O.C. PERIMETER AND 12" O.C. FIELD. e7p,e, uY a 5 0 34PAML 6"-,> 5 51 WALL LEGEIN'D EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED PROPOSED CONCRETE BLOCK WALLS PROPOSED 2 X 4 FRAME WALLS SCIUARE- FOOTAGE LIVING 1498 S.F. PORCH 237 S.F. TOT -AL 1735 S.F. A . or- �30'(E" Folp- Zy,4 LATr�-Zt-,LBRFaCar - -ro P E, crrTo M C o, 1-1, C7> T> r= kr t-A k, r Af' a g 4 0", (,�'!4-0. t v, 4, or F, , i QGLE :5F-F- DeAtj Vle Tolo L" 15 poxy E-c- R-00 e- f IL 4 -tXG, BI-ex � OL7 FONSI-Ysad - -X'L 5 L 0) c V, vv-y! 'ILL FIRST. C.G:Ll., SOLID \-:tQlCZNr,- *:AO0 i'S VERT, lam 1'.StZ T I t pox y '00 • '00 -cuT\ET- I N D ank T= T -vYll PE AIL-. All L- 117 4, Tot"i?t-&T- 4 67-lkr,,t,, -?, Z-A'b,C,, . g14 (m It., D TRU44 Kirp L'i L, C, � =---4f Z �2' rk.*f, wx 1. L. 4 � cl 00- > tA 00 T'f Tloi4 Ssc'Tloi-� iEDULE CRETE SLAB WITH FIBERMESH POR B4RRIER OVER CLEAN \D FOOTING WITH INTO IZVI(ZTII\lt-- BLOCK SET IN EPDXY @ 24" O.C. VERT. D-2 3 # 5 DOWELS DRILLED 6" MIN. IN -TO EXISTING FOUNDATION SET IN EPDXY AND TIED TO NEW FOOTING STEEL. z Z 0 Ln w u.i (A Z (3) q-lzr L.0 Z \A lJ t> 3: Lu en 0-v uJ WNW= Vrry o cc LL 00 CD 00 "p o CN uj cr ui C) "' ff"'It I I IIWO LLJ 0 LLJ M M w LL " M.! I. 1F �k9 �tS z vi G F t4 we ELECTRICAL LOAD CALCULATIONS 1498 SQ. FEET 3 VA 4494 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1200 VA 1 DISHWASHER 1500 VA 1 LAUNDRY 12000 VA 1 RANGE 5000 VA 1 DRYER 2500 VA 1 WELL 4500 VA 1 WATER HEATER 1 FUTURE POOL 2500 VA 1 MISCELLANEOUS 10000 VA 4789A VA TOTAL FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 15158 VA AC / HEAT @ 100 % 12000 VA 371513 VA TOTAL 37158 155 AMG'S 240 PROVIDE 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRL)OUT ELECTRICL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET - MOTOR OUTLET WALL MOUNT LTG. FIXTURE GROUND FAULT PROTECTION IF PHONE OUTLET J.B. FOR FAN/LIGHT COMBC, CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSEDFIXTURE CEILING MOUNT FIXTURE SMOKE DETECTORS ® DOORBELL VI CHIMES r� ; Z.'AC, E i.. V C:-T. 5 v C !'`�: ( r- Iz o /Z4a�f y2A = C. c. u , c- V-�. t7 F- 1..._ F...^_..'"("', D l '` lam`` ti u I ou w z W LL. ;—fzLq W ar®� v l ~ z u 0 L1.1 t CC D ct-.G -vt ROOF SHEATHING NAILING ZONE INFO. • ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C, FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @A` O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 .5' X 5' @ HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" d.0 PERIMETER & 4" O.C. FIELD . NOTES, 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL. HAVE 10 d RINGSHANK NAILS. .UNDERLAYMENT FELT.SHALL,BE PEEL & STICK OR 30#>< FELT COMPLYING.W/.ASTM.D226. f 0 ,: car-.. Bpi I i • TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONEN• a CLIMATE FENESTRATION 9KYLIGHTt GLAZED FENESTRATION CEILING WOOD FRAME WALL MASS WALL FLOOR BASEMENT' SLA9° CRAWL SPACE' ZONE t/-FACTORb U.FACTOR SHGC 4 " R-VALUE R-VALUE R•VALUEt R-VALUE WALL RNALUE WALL R-VALUE 8[:EPTN R•VALUE 1 NR 075 0,25 30 13 3M 13 0 0� 0 2 040 065 �055 025 38 13 1+0 13 0 0 0 3 0.35 025 30 20or13+5r' Hj13 19 513r 0 5!13 Marine( Marine035 055 040 49 20or13-5' ! W13 19 10rt3 10.28 10:13 'and Alanne 4 0.32 055 NR 49 20 or 13+51' 13r17 303 15.�19 11,211 15'19 6 0.32 055 NR 40 20-5or13f10} 15.-20 30? 15,19 10.4ft 15%10 7 and 8 0 32 0.55 NR 49 20,5 et 13+10'' 19.r'21 38� 15'19 10.4 ` 15i0 DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 ''/a" CASE HARD NAILS coil 8" O.C. %" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS (,- 8" O.C. Vet i rJ t;l ow Ire Col rc �<-� �� t DOOR AND WINDOW SUCK FASTENING CAULKr t�Cb 1 X BUCKS SHALL BE ATTP w"HED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS °� ('eaoEl AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A C ������ �'����' MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND r7"itti nr,s BEYOND THE INTERIOR FACE OF THE FRAME $14C-1< ► �sr�Tr C?�� PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS, .. OPTIONAL 6L am ti: 5' 2 X BUCKS SHALL BE ATTACHED WITH V" X 3-1/4" TAPCONS AT 12" O.C. WITH P DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT ( - REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND t-.tatV 11, �'P�•-t>;.,..�-a M�>��er�r.�Fs BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH H r�C= rr.� ! T tc�tr AMENDMENTS. nr�-•t�•�c �. r1 1 do FURR ING ATTACHMENT P.T. 1 X 2 FURRING @ 16" 0 env A STENE PERIMETER ��� �Ir tI t f2 Q D W1TFI I %" CASE HARD NAILS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. � --- 1 . � t � { r--Q— z `7 a 3 ./4 / DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. __._...... PERIMETER AND 12" O.C. FIELD. 5/81, DRYWALL FASTENED TO FURRING WITH 1 1/81, DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. I P i j 1 � 2 `a �`` � ~� — �_'.5 . � � �t � �1 ..� $�'(r r..C.c. _ i '� pv ._._---t° _ ! �,G.' ` BGt.eof 4 .t • � � � I .�,7 N 33 _ ,,,e� CT CjFvA ui o Ira 4 2�t�t2O L �0.1 Tm uj t2xt2xD' 11�1 _��: - (r C r y S7 �- _s r1 p_ I y kv �t C-1 -• `- iv _.. ::.. o 101, I 4L u N i •, 3�ing �, a �ae 5 v$C'Kop �Li-EPC D 5°3C,�tne, �U 5">" E}o� Ct t cG6= Per t faG j�EC- ylzs tr�� 8-3(gx'c -CtT�g • ECp�.`�r o ,4-NCot..�.ex ;t'�-''�-- '.� . ,yam =• "fQ; ,e. 2t/L.. 5' zrr s0.�'�w5 i -0` fl i, PUS �a WALL LEGEND 'u EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED j�- ,,,• ?' LLJ PROPOSED CONCRETE BLOCK WALLS uj a� PROPOSED 2 X 4 FRAME WALLS CaG % N 2 x i 2 Cow C � UJI 0 0 w 0 0 "� SQUARE FOOTAGE LIVING 1498 S.F. FE tom--' Vi !`--� Cl� �� PORCH 237 S.F. TOTAL 1735 S.F. �� d