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Home My WebLink AboutAPPROVED 01 R2 210513 BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITT L AFFIIYAVIT BUILDING DATA 4 DESIGN FfRESSURE SCHEDULE GENERAL NOTES: F,_4F_E_AC;ALCULAT10N5 OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED G SS, WINDOWS a SKYLIGHTS: PROJEC S SI G I CPU N 0 Digitally signed BUILDING DESIGN ADDRESS: ASSOCIATES, INC. I, VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE 1ST FL. A/G 553 S,F, Mark PRODUCT MODEL * MANUFACTURER ATTACHMENT METHOD EXPI , DATE PROCEEDING WITH WORK.PRESSUREND FL, A/C; 1145 S.F, by Mark Corson 2, CONTRACTOR TO HAVE CERTIFIED FLORIDAFLORIpA SURVEYOR �9 Lu EVALUATION AGENCY PRODUCT DESIGN ALL PRESSURES CALCULATED WITH THE FOLLOWING: LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS 3RD FL, A/G 1063 SY, Date: TYPE, SIZE, SPACING EMBEDME PRESSURE PROVAL* OR EASEMENTS ARE ENCROACHED. (OWNER, a OR 4 u I, WIND LOADS BASED ON F,B.C, 2020 (,TH ED,) 8, WALL ZONE (PSF): 4) +53,2 / -58,0 CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, Total A/C: 2161 S,F, o r s o n �� i� 5/16 x 2 3/4 TAPCONS a ASCE ,-16, AND N.E.C. 2020 5)+53,2 / -,1,0 202 .05. 0Ln ° WINDOWS SENTINEL 110 GGI EVERY HOLE. ALL WINDOW +53,0 / -�1,0 09 2/2025 EASEMENTS, LOT COVERAGES, ETC,) 2, BUILDING DESIGNED AS: ENCLOSED OPEN 9, GARAGE DOOR (PSF): +41,0 / -4g,5 3, PROVIDE ACCESS TO ALL CONCEALED PLUMBING ENTRY 34 S,F, C � � (SINGLE HUNG) (L.M,I, ALUM,) SIZES SAME ATTACHMENT, +00,0 / -85,0 20- 122.09 3, MEAN BUILDING HEIGHT: 35 FT, ROOF PITCH: 6 /12 10, LOADS: FLOOR 40 PSF 100 PSF BALCONY SLIP JOINTS, 1 5:59:25 -04 00 MIAMI / DADE WORST CASE SCENERIO CAL ULATED INTERNAL PRESSURE COEFICIENT +/- : 0,15 ROOF/DEAD 20 PSF ROOF LIVE 20 PSF 4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS, GARAGE B A/G CLOSET 52( S,F, 4, WIDTH OF END ZONE: 4' 11, SHEAR WALLS CONSIDERED FOR STRUCTURE? 5, DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, GOv, PORCH 11-1 SY, WINDOWS "SENTINEL 120" GGI „ „ +53,0 / -71,0 0 2/2025 WIND SPEED: ALT, 110 MPH 3 SECOND GUST - YES X NO 6. PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY I/�• x 2 3/4 TAPGONS / *12 HE 2ND FL. BALCONY 85 S,F, NOR, SLIDER (L.M,I, ALUM,) MIAMI / DADE +50,0 / -90,0 20- (o10,03 NOMINAL: 132 MPH 12, CONTINUOUS LOAD PATH PROVIDED? AND SIDEWALKS FOR LANDSCAPE LIGHTING AND 6 61.) o U 5, BUILDING CLASSIFICATION TABLE 1-1, ASCE , II YES X NO IRRIGATION, 3RD FL, BALCONY 85 SY, z w `0 ° WINDOWS "SENTINEL 130 CGI +53,0 / -�1,0 09/ 2/2025 F,B.C, TABLE 1604,5 13, ARE COMPONENT a CLADDING DETAILS PROVIDED? ,, VERIFY A/C UNIT'S SEER WITH ENERGY CODE. O > 1/4 x 2 3/4 TAPGONS / *12 AD 6, EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: 1,,0 YES X NO 8, USE TEMPERED GLASS AT ALL HAZARDOUS AREAS, Total Non-A/C: 541 S,F, O N w 9 '� N N 0 (FIXED GLASS) (L.M,I, ALUM,) MIAMI / DADE +SO,O / -SO,O -O5I9,O9 1, COMPONENTS a CLADDING WIND PRESSURE ON: 14, SOIL BEARING CAPACITY: 2500 PSF g, USE MOISTURE RESISTANT DRYWALL AT WET AREAS, 4 w Q p Q FRENCH DOOR "SENTINEL 160" CGI +53,0 / -�1,0 ROOF ZONE (PSF): U N/A PRESUMPTIVE: BY TEST: X Q lo. SURVEYOR SHALL VERIFY ALL SITE pIMENSIONS, Total Uner Roof 3608 S,F, Oz z `� z p „ „ OS/ 5/2023 2) N/A 3) N/A 15, TYPE CONSTRUCTION N/A CR302,1) EASEMENTS a SETBACKS PRIOR TO ANY CONSTRUCTION O N 0- T 0 0 O 1/4 x 2 3/4 TAPCONS / 012 EAE) (GLAZED W/ WO &,LITE) (L.M,I, ALUM,) MIAMI / DADE +00,0 / -50,0 20-0 22,1(o w AND SHALL IMMEDIATELY CONTACT a NOTIFY ARCHITECT N s 0 v „ IF ERRORS OR PROBLEMS ARISE. • Contractors to verif all O - O 0 o O FRENCH DOOR SERIES 150 02/ 4/2025 ALL ZONES CALCULATED FOR WORST CASE SCENARIO, (10 S,F, EFFECTIVE WIND AREA) foota es y 4 a 0 ° u y PGT II, OWNER a OR CONTRACTOR IS RESPONSIBLE FOR W S Q 1/4" x 2 3/4" TAPCONS / *12 HEA +53,0 / -�1,0 PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER g O N ° 0- S (ALUMIN,) (IMPACT) +100,0 / -100,0 -042-1,03 • All areas are calculated to O Q 3 MIAMI DADE SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. SLIDING GLASS SGD-_1_1O PGT 1/4" x 2 3/4" TAPCONS / *12 HE D +53,0 / -11,0 0 /1-1/2025 outside dimensions, DOOR (ALUM,) (IMPACT) MIAMI / DADE +90,0 / -90,0 2 0429,09 • MULLION BAR "SENTINEL" L.M.I. CGI * +53,0 / --11,0 9/22/2025 u (ALUM,) (UNGLIPPED) I/4 x 2 3/4 TAPCONS / 12 HE +90.0 / -90,0 2 0406,08 z MIAMI DADE MULLION BAR "HEAVY DUTY" GGI +53,0 / -11,0 0 /26/2026 �cRrN I/4" x 2 3/4" TAPCONS / *12 H D (ALUM, TUBE) L.M.I. (IMPACT) MIAMI / DADE +110,0 / -1-10,0 -0406,08 GARAGE DOOR HURR. MAST, DAB DOOR 1/4'' x 2 3/4" TAPCONS / *12 HEAD +46.5 / -51,6 02 2/2025 r/1 STL. DR, (UP TO 16'2") 011/524 MIAMI / DADE SEE MANUF, SPECS, +56,0 / -64,0 20- * BUILDING DESIGN IR, DATE MODEL MANUFACTURER ATTACHMENT METHOD a PRODUCT PRESSURE PRODUCT DESIGN 0 0 TYPE, SIZE, SPACING 4 EMBED NT PRESSURE A PROVAL* M 9 EVALUATION AGENCY � ROOFING DMC 1506L DREXAL METALS PER MANUF, +35,9 / -119,1 N/A 14 $4 (STANDING SEAM METAL) C24 G,q,) FL. NUMBER -121,�5 L-116l8,1 R1 �I METSHIELD SELF ADHERED PEEL AND ST K, +35,9 / -119,� O t N a~ UNDE AYME T DREXAL METALS N/A (SELF ADHERED) FL, NUMBER PER MANUF, SPECS, N/A FL- 342 R3 �/� e STUCCO NA N 4 STUCCO ON MTL, LATH NA5 4 / -40,4 N N MIAMI / A 2,' 4" � DADE � 214�� V1 • N 2,' 4" 141SII 121SII ��I N 0 10, 511 6' 5" 10, 3" 10' 8" 8' 6" 8' 2" 11011 4' 10° 8' 10' 5/8 STUCCO ON 5/8 STUCCO O 5/8 STUCCO O Q 12x12 CONC, COL, 4' O" x 5' 3" 12x12 CONC, COL, 8' O" x 6' 4" 12x12 CONC, COL. 2' 2" x 4' 2" 42" ALUM, RAILING SH 4053 QI 42"H, ALUM, RAILING (2) SH 4064 SH H34 "osT - - - - - - - BENCH - - - - - - - - - - - - - - - - �- - - - - 6, 1 4 O O ]--�ALliOl�lY 2 o gl 4" E. 8 I 5ALliOl�lY I � /-� //-��I I 10'O° CLG. HT. ° 1 COS. �O�li1"F , Z � 9'8" CLG. HT, DINING 9'O" CLG. HT, 4' 4' N TILE FL, 4 TILE FL. I TILE FL. O rg4 r_1 �..� J� co TILE FL. O (NON-HABITABLE SPACE) 13' S" O U 6' O" 41011 Q O � � O M. 5 A 1--f00LLK, I9'8 GLG, HT. �q 4' 10" 4' 10" 15' 4" x Wjj TOLE" CLG. HT, N O J(0 TILE FL. � g" _ -o'4 FIN, L.= 1 1 c� 0 8' o" x S' o" SGD 0 S, o" x 8' O" SGD 61 S' o" x 8' O" SGD • /�/ (� O d w -0'4" FIN, FL. c,l �_ 10' 4" 4' 4" 8' i i � Q • ----------------------, LEDGEaSH Z ------- - NOTE: ALL 1ST FL, INTERIOR FRAME 'WALLARE DESIGNED AS FE 4' 8" 4' a" 8" BREAK AWY WALLS 2'FR 6 °O ELEVATOR ELEVATOR 4 3' 6" ELEvATO ------------- 1 O = AHU � _ W,H, W/ 01 `r 10'4" IN, FL, `r RECIRG, rn MASTER SUITE � GREAT fi�0 18.33 N.A.v.D. � BPTIMER zI COFF, GLG, 10'-Il' 4' 8 3' 0" O° cv g'8" CLG. HT, = 3 x 8 N 3' x 8' N 22'O" IN, FL, ? 13' 2" "� E. 10" 3' 4' FLEX SPACE PAN W/ DRAIN I' S" � -x - m I TO OUTSIDE �9 TILE FL. _II cp Q ; rl TILE FL. 3 4' `m x Q g'O" CLG. HT, = 2' 6" [5.[ 4' 8" Im x 22 O FIN, FL, v- 14' 8" 3' 8n 3' 4 3' 4 N 2ND. TO 3RD. FL. �4 - N = TILE FL. 4" 4" DN O UP 4 DN O ' 20 EQ, RISERS � 10% 11L8" `V O ' - � (NON-HABITABLE SPACE) o'o" FIN. FL. ------ -- RAILING 2'10' ABv, EDGE �9 OF TR, I" NOSING TYP, 8,0 N.A,V,D. _____ __ O z 3 - 2 x 12 STRINGERSLu ` F Q (2) ,,O° RISERS + 9 O O O 4' O' l O ) 10" TREAD = 24.0" r `r c0 .4 v v TEMP, L, -z 6 p = IST, TO 2ND, FL, 3' p" --------- N I, EQ, RISERS ,w ,,2S% 10'4" 4' FIN, FL, 2' 8" O °' # w RAILING 2'10" ABv. EDGE � � OF TR, I" NOSING TYP. --------- �t - - - - - i � = CONG, STAIR - SEE STRUCT, p Q r - , g - --------- I�UI 4' 11" �7 g' PLANS BY OTHERS r S STRU PLA 1 ° ' I1' 4" 3' 3' 8" 6 = o (z) ,,2S" RISERS + FOR REAK WAY A A •---------_+ m i - S uTPEPS RAILIN 12'O'S Bv? EDGE _________ (1) 10 TREAD - 24,55 SLAB CATIO ----------- 2' -------- 2' 4" 3' 4" OF TR, I" NOSNG TYP. '30 PULL ' - I �t . :DN. STAIR � p ----------- loll GONG, STAIR SEE STRUCT, cz TOLE" CLG, HT; ; ' ; = I I _ ' 4" PLANS BY OT ERS Q I TILE FL. `----------- O = = O (2) ,,2g' RISE S + � (U lo" READ 24,58" L _ ; ALIU �.F O - - - - - - - - - ---- I O - oy 3 4 O C Q CO" CLG, HT,\ \ UP ° 2 8 O w � _ __ CONC, FL. O'O" FIN, FL. z' 8" `� O 1z 8 3 g 4 0 51311 (NON-HABITABLE SPACE) 5,0 N,A,V,D, s I1' 4 4 ,' O w � `9 9 N - ~ METE: 0 I x p FOYER � x X Or o > �GITCH - 1 - w - O Q AIR HANDLERS WITHIN CLOSETS w `�- I N= O a SHALL HAVE A MIN. WORKING "� g'O GLG. AT. mlie O > g'8" CLG. HT, SPACE CLEAR. OF 3" ALONG THE HYD STAT OPENI S - T O IC O m TILE FL. � REF, SIDES, BACK AND TOP. (M1305,I,1) "SMART ENTS" R EQ, _ (NON-HABI TABLE >Ci�CIS O U Q 'n W/ O (TYP,) M016°Lx 115FL001 AVENTS cp IOLO" CLG. HT, 10'O CLG. HT, 0 ICE 2 FLOE EVEL �g S, I SPACE) �J «: O TILE FL. TILE FL r 0 O g18" GLG, HT, WALL BELOW r ; QUIRE VENT - 120 TILE FL. °' S,F, PROVI O" 8' O � - - _ SEE NUF, S ECS - _ . I �- 9 � ERIFY OCATI W/ 8 2 6 I - ` m� S UCT, LS, O I DATE 03/05/21 13 O s -2'O" IN,'FL. ,A,t,�,D, I DRAWN BY pie me CHECKED Mc VISIONS 6(22 x 6 4 6' 2" x 6 4' 41 0 x 43 I E" x S' o° 0 1 04/23/21 PER B.D. " O x4' 2 FIXED FR. DR. ' ' 16' O x 8� •+ FALSE BALCONY 10' a" _BALGONY_ABV, _ 6' loll 6' 10" 13' 8" 6' IO" ---------- 2 5/6/21 E'ER B.D. 21' 4" 5, 0 I' 0° 2,' 4" 2,' 4" 2,' 4" ST 3OTD lid P L 0 Iq 14vv 0 9 0 0 D 0 � �2ND N 140 9 (GH D 0 �� 0 9 �� 0 0 0 .. ..........) 0 (NON-HA51T,45LE SFACE)